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HomeMy WebLinkAbout2802 Gipper Cir 17-459 (a)METAL COATINGS FOR USE WITH PRESSURE TREATED N Q I NOTES c IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, GENERAL � V /„ 1 �1 1 S METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA � MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE David Weekle Homes THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR REAGAN POINT- LOT 29 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. ODEL 7 LUBBOCK E A AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO GARAGE NORTH 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE ta:.0 opo) COPY REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS R ZONTAL FOOTING BENT M BARS SHALL BE IN 12 DI BAR AMETERS LUDING U. HO I ( MANUFACTURER UNLESS NOTED ON PLANS WIND SPEED (ULTIMATE) 139 mph BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF RISK CATEGORY 11 AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY INTERNAL PRESSURE COEFFICIENT +/-0.18 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. EFFECTIVE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS (+) VALUE DENOTES PRESSURE CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF AREA BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) STAIR SECTION 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 10 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) QUALITY ROOM INTERIOR DETAILS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF 20 HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: SIDE ELEVATIONS OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 50 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF 100 OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. S3 ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: REVIEWED FOR CODE COMPLIANCE MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF- S5 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF PLANS EXAMINER CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF �' 1 3 " 1-7 PSI (fm = 1900 PSI) GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF DATE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS INFILL COMPONENTS PSF 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 150 GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS ON LINEAR INTERPOLATION FOR THIS SITE. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING &BLOCKING PER BCSI-1 &.TRUSS MANUFACTURER'S DWGS 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA SANFORD BUILDING DIVISION 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING A PERMIT ISSUED SHALL I3t CONSTRUED TO H,. A FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ROOF HIP/RIDGE LICENSE TO PROCEED WITH THE WORK AND N�)7,! S PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS AUTHORITY TO VIOLATE, CANCEL, A��� }� ca> ,� ; L, SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 6. VERTICAL REINFORCEMENTLESS THAN 2FT . BLOCKING TO TRUSS TOP CHORD w/ 2 12d NAILS 12" O.C. MAX & 4" FROM ) () @ : r- r i 7 - PROVISIONS k TECHNICAL ASID ANY OFTH RO ISIONS C� i E O E CODES, NOR SHALL ISSUANCE OF A PF"-16VilT PREVENT WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) THE BUILDING OFFICIAL orROM l Ij+C EAFITER FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. REQUIRING A CORRECTION 0? k_RPIORS IN PLANS, POSITIONERS IN MIDDLE OF WALL „ -TRUSS X BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45o FROM VERT. TO EA. TRUSS CONSTRUCTION OR VIOLA!, 1ONS OF THIS CODE 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 1 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING COMPACTION TEST 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" + PERPENDICULAR TO TRUSS SPAN AT 164' O.C. MAX W/IN TRUSS SPAN OR PER TRUSS M 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 DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST REQUIPLED Results to be Verified CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. at Slab Inspection 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. NN M T P TO BOTTOM ACR SS MAX 4 TRUSSES THEN WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, -BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED 1N THE FIELD IN ACCORDANCE WITH AWPA M4. 4. 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. 5. 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. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. 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. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2500 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG R SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BEHIND THE TRUSS VERT. RU LNG FRO 0 0 , 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 MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 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 DIETS FOR ADDIT'L 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 w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 FS -1 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O5 STAIR SECTION (+) 21.2 (+) 21.2 10 - 22.9 (-) 28.3 QUALITY ROOM INTERIOR DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 SIDE ELEVATIONS (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 S3 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" S5 (+) 18.4 + NOTES & CONNECTOR LEGEND (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 55 1 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS g Q�Q D(N� SAaNFF01RD #17 - 459 w INDEX OF DRAWINGS SHEET SHEET TITLE ' S1 STRUCTURAL NOTES &COVER PHS UPDATES PLT -1 PLOT PLAN FS -1 FOUNDATION FORMS PLAN TB -1 TIE BEAM PLAN PLII FLOOR PLAN ELE-1 UTILITY PLAN INT -1 INTERIOR DETIALS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTION INT -4 SALES OFFICE INTERIOR DETIALS INT -5 QUALITY ROOM INTERIOR DETAILS INT -6 CONTRUCTION DISPLAY ELV-1 FRONT AND REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN S2 FOUNDATION PLAN S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S3.1 FOUNDATION DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 2- STORY DETAILS SD5 2- STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES 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 E EA (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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, FEB 16 2017 h W 0 N 3:1 ' 1` , STRUCTURAL ENG: BAD = DRAFTING STRUCT: EA W QC CHECK: W C JOB No. z 2 SCALE: .._.__..--_.-.._ --.---- AS INDICATED O wJF�� U DATE: 1/30/17 06 W Z I- `�' r E C 1 1 V QV Z�U'_T rn � cU)�IZ!!in � � Z) Q00UO)0 1 = O Z a Q Z O E �C) Of O co ¢a -\,/ N J N a LU Z o � a I_- O j W Cn W 1 M I` ti N M LL w Q ❑N Q 9 Y� W J LL 11 �Wa W coW i � m W 5 1 W W ul- W11 a 2 W in W ]0 Q000c ❑ �i. N ] C STRUCTURAL ENG: BAD = DRAFTING STRUCT: EA QC CHECK: QC C JOB No. DWH-2170095 2 SCALE: .._.__..--_.-.._ --.---- AS INDICATED DATE: 1/30/17 S1 F_ ARCHIVE PLAN REVISIONS # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 -ADD COOKTOP WITH DESIGNER HOOD OPTION 2. XS 05-04-16 -ELEVATION A&B; REIVSE ROOF PITCH TO 6:12 -REVISE BEDROOM #3 WINDOW TO 5040 -HS -ELEVATION A: REMOVE SIDING RETURN ON LEFT ELEVATION 3. HST 06-07-16 -ADDED ELEVATION "C" 4. AO 1-18-2017 REVISED SGD AT FAMILY TO MATCH THE ARCHIVE. 10-0 8-0 OXXO 5. AO 1-31-2017 -REVISE WINDOWS AT DINING AND OWNER'S RETREAT TO MATCH THE ARCHIVE E E_ _ r2 -t i 6 0 W E c 'C7 6`S 1-- 00 caZ HCR (s DESCRIPTION 1.) - REVISED GARAGE TO ACCOMODATE SALES OFFICES INCLUDING FRAMING, ELECTRICAL, ETC. 2.) - REVISED BEDROOM 2 TO ACCOMODATE QUALITY ROOM 3.) - ADDED WINDOW BY PWDR @ ENTRY cQVj'0. 00 �yO L iNc g + .3O=�. 6 ASR REVISIONS # BY DATE DESCRIPTION 1, BEB 08-15-2016 INITIAL REQUEST COMPLETE 2. BEB 12-05-2016 10-0 T.O.M DROP TO 9-4 T.O.M. 3. AO 1-13-2017 CHANGE SHEETS SCALE TO 1/4"=1'-0" ADDED ELECTRICAL RISER DIAGRAM ADDED AIC LOCATION TO PLOT PLAN 4. AO 1-18-2017 REVISED SGD AT FAMILY TO MATCH THE ARCHIVE. 10-0 8-0 OXXO 5. AO 1-31-2017 -REVISE WINDOWS AT DINING AND OWNER'S RETREAT TO MATCH THE ARCHIVE E E_ _ r2 -t i 6 0 W E c 'C7 6`S 1-- 00 caZ HCR (s DESCRIPTION 1.) - REVISED GARAGE TO ACCOMODATE SALES OFFICES INCLUDING FRAMING, ELECTRICAL, ETC. 2.) - REVISED BEDROOM 2 TO ACCOMODATE QUALITY ROOM 3.) - ADDED WINDOW BY PWDR @ ENTRY �vILD/N0 SANFORD W c `` d O �N �O - a) <O l :'- �4 M r O O c OWu_ N -0 W c ;r UJ N p- .� E (L J c'00 p0 O g A (L oC C N w 0 r— 0 aLL E E_ _ r2 -t i 6 0 W E c 'C7 6`S 1-- 00 caZ 4) .lOC 00 cQVj'0. 00 �yO L iNc g + .3O=�. 6 03cy�& a ua ` O d«7 teED d -a mA J LL 5• E plpll►/// Goof••• •••••R • > • a • W Lu • +�r �r W • L<- 0 • Im r W A Z �vILD/N0 SANFORD NORTH 751 0-A PHS LUBBOCK ORLANDO W M �N �O r - M NORTH 751 0-A PHS LUBBOCK ORLANDO W M r - M K 5)� OWu_ (L zap aC (L oC aLL NGS W 00 caZ N NORTH 751 0-A PHS LUBBOCK ORLANDO 10'-5 1/2" DAVID WEEKLEY HOMES MODEL PARK REAGAN POINT 40' 50.20' N56°30'34"E I r/ co 15' B. 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A z V NORTH 751 0-A TB -1 LUBBOCK ORLANDO uj e®ae f 00 a z ss g u- AA 2y u 0* Z W J �.QN �O � r- �N 04 Z V ySO NORTH 751 0-A TB -1 LUBBOCK ORLANDO uj e®ae f 00 a z ss g u- AA 2y u 0* Z W J M ti �O V r- 04 Z V 0 J LL a W Zap a CLo� cac�° a`` 0z W Hca N NORTH 751 0-A TB -1 LUBBOCK ORLANDO uj e®ae f 00 a z ss g u- AA 2y u 0* Z 30'-0" SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE i 1 1 II II , , III IIII XII!IIIIIIII 1111111 i1 11 Ilii!iiiliiii!liiiiiii9l!II:IIl;y::iili::ii:iii:i:i:iXi;:: i::::: ill:,,: iii l:ii,iii!ii:i:ii;ii:ill:iii:i:X'XI'!i 1:111111111ilii„11IIIIII!!iIIIII!!!I!II1!I!I!Illllllli„,11,1 li,!i[i.li! b FLORIDA Core Plan Notes 09/09/15 • ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 314" HIGH T r, *MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE AND EQUIPPED WITH A SELF-CLOSING DEVICE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE, * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC, * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R612.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUBMALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 14'.011 31-1011 . 121-211 z o 41-1111 41-611 1257 201-711 375 a (2)4-0 5-2 SH ELV. A ac) Z z.z 1452 @ 7 -" ii, ilii,,,i11In „IIII, I 111111 III,II,I,II„!I o aa a Z w o N 11 iilll l l 11 i 111 l I I 1 1 � 111I'll11111 , 2 WAL iiiMC�OWNER'S �2�00 =www U O 0 �m��L wz>> w ' Z 71.811 61-41 � DININGEO n 0 Z.-NMet > 7.8” 10-0 SGD w Q. C N3yc�c-- w y OXXO N TILE c 20 o -w 0 12 v CID EyZ0--- WZ to BATH on�C� LL �..r _.. L_ _ J '; 2-0 ............ i ... TILE !!! ..... III ;! I-- -- BEAMS__ ! 1 1S !! 011 I I OWNER'S H t/J — i b21- — ,tI I ni — —4RETREAT X (TYP.) CPT TL 4-- ' I I- i! Oi Innnnnina - I 26 1 T II I �I !i i CARPET"' -- ---S II II I LgSHELVES.i�,1,,, l�i ;1 1I ii I I I � � I m i• ii N I - C/) I ii 20" !! CARPET ! —81 -- "1 r i--- 811— 41411 1211 !I' 16 I 131-011 ii j-------------- 2X6 WALL ,I �� 2R -2S i, ;! ;; 1; ;;;li;;l0iiiliii illii,iii:ii!! ilii.,, li I.:I II ; �II II 1 O © 7 8 'i ! 111 7 I I ILDRYERJ ii I,, 1 LWASHER ;I! 2-8 DRAIN P �TI L CP !! 2 !IiI T r 34112” HIGH WA-" b0 --- ' N -C� b° NTILE QUALITY — ----� ., CM DRYER VENT T H 4"A ROOM THRU.RO LOOPED ij 11111111 iillif 11iiI...ilii Ill. .........iii Ili. 1III"il �- ullllll 1111111{1 �", ,X , :,i 6 ' � it 1 CARPET i 1 �i lii� VIII f II u1I1� illllll� III MII C7G 1 t� E n II II 11 5 SHELVES i „ !, I 1 V uuulli IIIIIINI !i 2-0!! " 2411X12'1 ■BUIDLING THE II Iu'I!!I !'iiIlf! 3 2 1 WEEKLEY WAY" SIGN i! 1 IzQ MOUNTED ABOVE DOOR !! 4 5'-611 I r+ 41- 5 CARPE „I1 _ III 111,111 :,:,::,::1:::1111„111,111„III, 1,11!11.:, I!�:!:::ii: 111, :!!,!i: rilill:Ii......:... ! 111111111iii:iiiiiiliill!IIIIIIIIIIIIII 1111X1 II' .. ...... ............ � D I. SHEETROCK 6 !! II 7to WALL !;i i; 0 III 111 ;i ;11;111 CARPET 8 :�, ., „17 2-4 1 n will9 , CPN TL u' BATH 2 I u' °6 li w I, CARPET c i' I� of , ao 10 11I -42" -RIGH FOR MODEL nfln, 11 F = TILE III !li !n 11 i' 12 n¢, ,! .1,11111 11111111 111,111111111111111!illillllll11111IIIil lll, IIIIXXIIii0111IIIIXIIP;,,; ,,,;,,;;,;I,,:X:iiiliiii'il,:,i ii:,,,:.:,:, ,, ,, ,,,:..,, ,,,,,. : ,11,X,1 uulull 13 = 9' -811 81-1011 - Hill; ll;llll lIIII;II W 14 M N Ilill CARPET (HAND r fl;1r 1i POSTER POSTER POSTER POSTER ;i X,1111,1 GIIIIUI uX!uu 15 16 BEDRM 3 �' X Ili i. 1 • 7 !� ..................................„,ii i� CARPET ,1 !i , In 4 I PER 1011-„„ , 3'-8” 3'-0" 3'-6" 3'-0" 4'-811 5 PER COMM ;! 31-811 21.611 (Ty P.) �' ,, COMM TL �, a 6 6 SQUARE _ i, 1R1SIi 11 , CARPET ii RETREAT II s u. I I WOOD -----92Ao CARPET JR -1 S !i u II „111 ! i. „ 11,X11111111 II I IIII 11111111111111111,11 I1 � 2X6 WALL ii !! 111 ilii! II 111111 IIIII�IIIIIIIIII 11X111 - 5-2 SH 3-0 5-2 SH 2-0 5-2 SH 11 II 111111 III 1111 it iii111 Iliiiii ii IIIN @ 7' - 811 @ 7' - 8” @ 7'- 8” II I 1ril ,III it (TEMP.) ii 2X6 WALL i!!! it li ,! ii li i ililiili CP 2-6 4-6 F C iii;' 2-6 4-6 FX CP �R6 1 3 !!i ( !i!;!! i' (2)3-0X115-2 SH _ Iiui, .iii 4' - 4" 8' - 0" Ilin 8' - 0' ° @7'-8" 11 41-31' ol 31-611 41-311 22" id 31-01' 3'-0" 61-411 3'-10" 14'-2" �; 1 11 1 11 if !;! ;;i; 31-311 5 .10 er i„ °'' S -4 3 -9 1� ;;, �to I— 121-011 18'-011 — — 301-91 SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE i 1 1 II II , , III IIII XII!IIIIIIII 1111111 i1 11 Ilii!iiiliiii!liiiiiii9l!II:IIl;y::iili::ii:iii:i:i:iXi;:: i::::: ill:,,: iii l:ii,iii!ii:i:ii;ii:ill:iii:i:X'XI'!i 1:111111111ilii„11IIIIII!!iIIIII!!!I!II1!I!I!Illllllli„,11,1 li,!i[i.li! b FLORIDA Core Plan Notes 09/09/15 • ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 314" HIGH T r, *MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE AND EQUIPPED WITH A SELF-CLOSING DEVICE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE, * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC, * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R612.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUBMALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 2'- 0" 81.011 121-011 FIRST FLOOR 2'-0" 11 16-0" 1611 181.011 30'-0" NOTE: ALL 1ST FLR. CEILING HEIGHTS 9'- 4" UNLESS NOTED OTHERWISE ii;iii!1111!1:1IIiliIan!,111„III1111XXXX111XXXIXIIX111X111111111IIIIIIIIIIII!IIIIIIIIiil.liliilili.!i!i!':.:, :..::::.... . .. .. .. I........ n!m!X:n:n:maXanaliilllll ,u1LD SANFORD °FA � ,AR rM`� TOTAL LIVING 2174 ---------------- --- _----- - z o 2ND FLOOR 1257 U) 00 u) 375 a o ELV. A ac) Z z.z 1452 Z 10-0 10-0 SOFFIT o aa a Z w o N F... �2�00 =www U O 0 �m��L wz>> w ' Z 71.811 61-41 � DININGEO n 0 Z.-NMet > J 10-0 SGD w Q. C N3yc�c-- w y OXXO N TILE c 20 o -w 0 12 v CID EyZ0--- WZ to on�C� LL b Z 4@ FIXED SGD SGD FIXED C� �j H t/J in tum E Ow ow N to rn 31.-01' FAMILY 81-011 3'-611 TILE 17 t° T r 34112” HIGH WA-" b0 --- ' N -C� — ----� ., CM ml;- - - - - - - - - - it Erb 17 LOOPED VENT l DISPI DW I KITCHEN O TILE N 4'-4" 1'-8" 5'-4" 1811 " 6'-111/2" �" _ � SHEETROCK 36" CJOKTOP OVER Win illiI REFG. I OPENING J ao 11I -42" -RIGH FOR MODEL nfln, 1 , IXII, 36 GUARDRAIL I N -- ONLY _ ¢- V ill;;ll1; 1111IIIIIIIIIIII,IIXi,,, i!„illi11111111111111111111111111111;11 I HIGH ,,;;'lull ,..� :.�i�ii �Il �,i il,• ;.I;I'I,IIIIII III,;VIII;I I; :liiii:::11:ll. Ilf:ll11111:11111. i1::,::i iiiinliIlii�l::l 11111m 11 Ilill CARPET (HAND r fl;1r 1i POSTER POSTER POSTER POSTER 3 2 1 I RAIL15'1 3!I 161- 8” to , In 4 I PER 1011-„„ , 3'-8” 3'-0" 3'-6" 3'-0" 4'-811 5 COMM TL �, a 6 6 SQUARE _ (TYP.) I COLUMN�0 N s u. I I WOOD -----92Ao PRINTER 10 LOCATION i.. ( ""'i FLATSCREEN in r a i 1;1 iliii 11 iii I 111111 n 9 WiWD III, CP 2-6 4-6 F C iii;' 2-6 4-6 FX CP �R6 1 3 !!i ( !i!;!! i' _ Iiui, .iii 4' - 4" 8' - 0" Ilin 8' - 0' ° 3 111 ITS I ul ( INSULATE WALL b0 ---T �; 1 11 1 11 if !;! ;;i; 31-311 5 .10 er i„ °'' S -4 3 -9 1� ;;, �to 1C)1.811 J III 11,11 1!u1i 16 ..u, 4" SQUARE " SQUARE nnnm !ilii! PRIVACY PANEL RIVAGY PANEL 4 ,i;,,, nail COLUMN COLUMN �r - 11111 Xi,. = b , X111 -- ,1111, �f01� u1i � ELECT @� ,1111, 111 ENTRY a r cn F- !„ OPEN 1, OPEN r TILE �! SALES SALES ro BELOW BELOW X cn ZV 61-611 51-411 '`", ,1111, OFFICE a0 OFFICE rig nwi ,1 2_8 i iil,l i::ilii,iiiiii ,ilii iXi,1„ ,: .ii :.,:,, "'.illi ;'ii 9-4 CLG m iui, m 9-4 CLG c� rinri CARPET CARPET l,rll ,ilii! .1.11 C/•V1 ,iiia o N 3-08-0, 16-0 7-0 GARAGE DOOR zPWDR(:::C 21-61" LOCATE WINDOWS IN SALES OFFICE PER DOOR SPECS TILE b FLR. LINEABOVE I� b CSI 6'-811 4'-811 �r �t �I 10-0 SOFFIT FRAME DB EQ. TO COLUMN - - WIDTH - - -fb r 8-0 CLG. T" 2'- 0" 81.011 121-011 FIRST FLOOR 2'-0" 11 16-0" 1611 181.011 30'-0" NOTE: ALL 1ST FLR. CEILING HEIGHTS 9'- 4" UNLESS NOTED OTHERWISE ii;iii!1111!1:1IIiliIan!,111„III1111XXXX111XXXIXIIX111X111111111IIIIIIIIIIII!IIIIIIIIiil.liliilili.!i!i!':.:, :..::::.... . .. .. .. I........ n!m!X:n:n:maXanaliilllll ,u1LD SANFORD °FA � ,AR rM`� PLAN 977. TOTAL LIVING 2174 0 z o 2ND FLOOR 1257 U) 00 u) 375 a o ELV. A ac) Z z.z 1452 Z <j:5 W W Z o aa a Z w o N F... �2�00 =www U O 0 �m��L wz>> w o Z owww �-0ne� n 0 Z.-NMet > J w Q. C N3yc�c-- w y V0_j c 20 o -w 0 12 v CID EyZ0--- WZ dcOt_.cc- on�C� LL PLAN 977. TOTAL LIVING 2174 1ST FLOOR 917 2ND FLOOR 1257 2 -CAR 375 LANAI 75 ELV. A 85 SLAB 1452 ISTER PLAN NI 0.r W w � c �N � 1O Z • .O N 0 a j LL _.v . v+roQ a Jv 0 of O 0 4V w 0 G y NJ c y. ".. E =c c= d 0 m 0 4) EpC>`�Q'�3 c = = Q m C N3yc�c-- w y .� o c 20 o -w 0 12 v CID EyZ0--- 'S dcOt_.cc- on�C� V H t/J in tum E Ow ow 0.r W w M �.,. �N �N � 1O Z • 00 _0 0 W j LL _.v . • 7LO zap ■ 4V O W p Z moa rn C4 W N V o W w M �.,. �N �N � 1O Z M o W w M �.,. ~ � Z M _0 0 W j LL CL UJ zap CL O W p Z moa rn C4 GL M a+� ® Z m uj cp � -� L. LL u- 14-% 0 0: J w 2:4_. tzc L._ J SECOND FLOOR (2) # 2/0 XHHW ALUMINUM CONDUCTORS W (1) # XHHW ALUMINUM NEUTRAL (1) #4 XHHW ALUMINUM EQUIP.GRD GFI GROUND FAULT INTERRUPTOR POWER COMPANY NEMA 3R 19 AMP a (D .0a 220V OUTLET PEDESTAL (36" A.F.F. @ UTILITY) 1 120/240 VOLT 30 N1 z cE CABLE TELEVISION COMBO CIRCUITS MLO LL (3 OR 4 WAY AS NOTED) c0 0 DISCONECT WALL MOUNTED LIGHT 4- E RECESS CAN LIGHT :E (EYEBALL AS NOTED) AND E ro Q SERVICE BY SD METER CAN • I� OTHERS AMP DOOR BELL NTS (2) # 210 XHHW PANELBOARD W/ A CIRCUIT BREAKERS ALUMINUM WIRES BIB #4 BARE CU TO GROUND � CL (1 #XHHW 8FT. GROUNDING RODS GAS TAP ALUMINUM WIRE 2 V8 FT. APART ELECTRICAL RISER u NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS FOOTER STEEL GROUND SHALL COMPLY W/ APPLICABLE PROVISIONS OF (REQUIRED) THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS W/ MOULDING .... 9" A.F.F. TELEPHONE.... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD FIRST FLOOR iT PRE -WIRE CO GH LT.@ 8" ABV. HDR. PER COMM SPEC UTILITY LEGEND W TO LIGHT ABVE 12" A.F.F.(U.N.O.) FIRST FLOOR iT PRE -WIRE CO GH LT.@ 8" ABV. HDR. PER COMM SPEC UTILITY LEGEND W 110V OUTLET 12" A.F.F.(U.N.O.) GFI GROUND FAULT INTERRUPTOR W (WEATHER PROOF AS NOTED) 19 HALF HOT OUTLET a (D .0a 220V OUTLET cc (36" A.F.F. @ UTILITY) 1 PHONE LINE N1 z cE CABLE TELEVISION a STANDARD SWITCH LL (3 OR 4 WAY AS NOTED) c0 SURFACE MOUNTED LIGHT (� WALL MOUNTED LIGHT 4- E RECESS CAN LIGHT :E (EYEBALL AS NOTED) VT E ro Q EXHAUST VENT SD SMOKE DETECTOR • I� (CARBON MONOXIDE AS NOTED) D DOOR BELL H®S DOOR BELL CHIMES EO PANELBOARD W/ A CIRCUIT BREAKERS HBTHOSE BIB 00c0 � CL G[ S t GAS TAP CW W 2 � COLD/HOT WATER SUPPLY spiLo,� SANFOOO 10. . W CD Q O �N W L O co W a (D .0a 0WLL. cc -S. - 2 NZ UJ z cE t a `°00= LL W c0 c 0 ecu Q/ O •_ N 4- E :E C m Z E ro 3 :a C i E O �C • I� +�+ O y 0 0 o E N d L v H y0 O O = .0 O = A C +� O y- v H Q) - 3 O 00c0 � CL -a 2 Ho•cocEcn u . W CD Q 04 �N W �O C�� CJ m 0WLL. CL UJ z IL CL LL W p Z Q N W �N • I� r A Z C.� . W CD qe 04 �N W �O Z CJ m . W M L) W 04 Z CJ m 0WLL. CL UJ z IL CL LL W p Z Q N NORTH 751 0-A ELE=l LUBBOCK ORLANDO OPEN ABOVE < VENT HOOD (PER COMM. 62 B36 OPT COOKTOP WI DESIGN RHOOD IGH IGH LIGH 821lx42" 461108•• FILL MIRROR MIRROR 4" SPLASH 4" SPLASH VS42 VS42 OWNER'S BATH BATH 2 IGH OVAL MIRROR ■ 171 I] CABINET MOULD OPEN ABOVE NP. W4842 MICRO L O FILL OVEN O 00 to Q C E -2:- - d 1° 0= o.c o 0 J C0 y c 7iO � oNo��s E OPEN TO DINNING OPEN TO FAMILY b 341/2" HIGH WALL 341/2" HIGH WALL i 00 END 1211 DW PANEL B30 SB36 FILL ISLAND .ANRRo) NORTH 751 0-A INT -1 LUBBOCK ORLANDO CLB 0. M OQ1 r�- 00 Wo ® Z r�9 � m uj ea ► ►►►►1,,� ••••• �/� sir Aws s ll\ c L O O •' to Q C E -2:- - d 1° 0= o.c o 0 J C0 y c 7iO � oNo��s E r- 4) =p ro- t 3 4� r20=t1 t0 c o ac O t O ="a O N ,:, O 'o m Had O r Ca ol 0 �o y3 •,� t/! m Q U Cm ti P 2 H m ch m E W H A NORTH 751 0-A INT -1 LUBBOCK ORLANDO CLB 0. M OQ1 r�- 00 Wo ® Z r�9 � m uj ea ► ►►►►1,,� ••••• �/� sir Aws s ll\ 1 • O •' O Z •• •` 7 O � }rt r CIS 4� t0 W r Ca •,� Lc) ti A z to NORTH 751 0-A INT -1 LUBBOCK ORLANDO CLB 0. M OQ1 r�- 00 Wo ® Z r�9 � m uj ea ► ►►►►1,,� ••••• �/� sir Aws s ll\ OPEN ABOVE 12" SHELF I I I I I I -- SEE DTL. WASHER DRYER I I i I I I I I I I I I A 09 'IL 2X4 CLEAT ANCHORED - OR FASTENED TO STUDS ADD BRACING WHEN COUNTERTOP WIDTH IS 7'-0" OR GREATER If II L -2X4 BRACIN OPEN BELOW LAMINATE COUNTERTOP 2x4 BRACING 2x4 CLEAT ANCHORED OR r, FASTENED TO STUDS WIDTH VARIES PER PLAN ONNUTILITY WI COUNTERTOP ANECOUNTERTOP DETAIL STORAGE SHELF AT OWNERS CLOSET SCALE; 1/2" =1'-0" STAIR SECTION WIOPT. 42" HIGH GUARDRAILS 4" X 2'- 0" SHELF 00 1 o® 00 1 �. 1 to 0 O .7� .� � _� 40) Tv � L L (� N ONNUTILITY WI COUNTERTOP ANECOUNTERTOP DETAIL STORAGE SHELF AT OWNERS CLOSET SCALE; 1/2" =1'-0" STAIR SECTION WIOPT. 42" HIGH GUARDRAILS NORTH 751 0-A INT -2 LUBBOCK ORLANDO a• o® o to L Gi 4)C-04) .7� .� � _� 40) Tv � L L (� N •a 41 C v► N Q J NO4) ■ 41� 4) .2 w E rs 41 ro-20 _ r o�`�d r o E`s � O y0 0 C- +y+ d C 02-109 N t=n �'"`"- v o&- wc -- jo sji;c wVMOS. NZc.2 Ev => > NORTH 751 0-A INT -2 LUBBOCK ORLANDO a• o® QCD -; A o Z ��0 /illll ■ 41� � cfl W r o � �O A Z U NORTH 751 0-A INT -2 LUBBOCK ORLANDO _I 1. I I, J 1, I 1 L. ll. 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 HANDGRIP BALUSTER; THAN 4" 0.1 (nMAXIMUM ; 8 Q 0 06 1x6 TRIM z Z AS REQ. P o COMM. SPECS. CLOSED STAIR SECTION DETAILS 2" DOOR CASING 0 MOULDIN( 314" PLYWOOD DECKING 2x12 STAIR HEADER \ I 1 1 1 ALTERNATE STUD WALL I I I I I 1 I 1 I I I I I I I SOLE PLATE 1 1 FIN. FLOOR 1x8 TRIM BALUSTERS TO SIT ON RAISED WALL 2x BLOCKING FILLER, TRIM TO FIT GYP.BOARD 1 FINISHED I .. 1 WALL i 1x12 TRIM ROUTERED ►N UPPER SIDE OOD BASE II , LT-fr-r- --J I I I 1 II I I 2x12 STRINGER OR EQ W/CIRCULAR —�I LJI , �r--------�-- I OR WINDING STAIRS LI 11 ,---------i I � I I I L 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, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) 1" NOSING 11" " 10(TYP.) L O 1x BLOCKING r N Q� M Q rr -,, C E t -O E d t-0 0= ccs J -Oa N C 7cn 1U Q� C1a �_E� 9'-0'` 2x12 TREADS 71 WLo 0 E4- �oNoo=- 2x6 RISERS 1.. ;'j 10" 4)N0 .0 I , 7 NOSING TYP. ) o�°�EL ' I 2x4'S STUDS @ �- �� I 1 I > * c 2 EACH TREAD ON E�� BOTH SIDES 91-411 I I I CLG. 2x12 STRINGER 11 ONE ON EACH 10" SIDE AND DOUBLE NOSIN (TYP.) I I @ MID -SPAN I � I 101-011 I 1 � , 2x4 KICKER ' I PLATE I ' I I Ll1 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 HANDGRIP BALUSTER; THAN 4" 0.1 (nMAXIMUM ; 8 Q 0 06 1x6 TRIM z Z AS REQ. P o COMM. SPECS. CLOSED STAIR SECTION DETAILS 2" DOOR CASING 0 MOULDIN( 314" PLYWOOD DECKING 2x12 STAIR HEADER \ I 1 1 1 ALTERNATE STUD WALL I I I I I 1 I 1 I I I I I I I SOLE PLATE 1 1 FIN. FLOOR 1x8 TRIM BALUSTERS TO SIT ON RAISED WALL 2x BLOCKING FILLER, TRIM TO FIT GYP.BOARD 1 FINISHED I .. 1 WALL i 1x12 TRIM ROUTERED ►N UPPER SIDE OOD BASE II , LT-fr-r- --J I I I 1 II I I 2x12 STRINGER OR EQ W/CIRCULAR —�I LJI , �r--------�-- I OR WINDING STAIRS LI 11 ,---------i I � I I I L 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, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) O� N W M ~ � M Z V J ate" W QULLa O W No Z � N co NORTH 751 0-A INT -3 ,k_D/1VLUBBOCK SANFORD ORLANDO 10 6'AR �� L O a r N Q� M Q rr -,, C E t -O E d t-0 0= ccs J -Oa N C 7cn 1U Q� C1a �_E� _ Eo"r � WLo 0 E4- �oNoo=- 229 o°o 4)N0 .0 v= O 7 N L C L 4- = d - o�°�EL EL 03 �- �� >�� > * c 2 E�� O� N W M ~ � M Z V J ate" W QULLa O W No Z � N co NORTH 751 0-A INT -3 ,k_D/1VLUBBOCK SANFORD ORLANDO 10 6'AR �� see r rr -,, • 000060 •d11im T � Q� C1a � WLo t t'a 0 gz T V O� N W M ~ � M Z V J ate" W QULLa O W No Z � N co NORTH 751 0-A INT -3 ,k_D/1VLUBBOCK SANFORD ORLANDO 10 6'AR �� C d - 11/211 NO CASE/ SHOE MOULDING �i �vvi vv v�rwvto r 4'_4" 4' _ 1 1 112" CLEAR uuiia ng ureams, tnnancing LIV@S CLEAR � our Team 3-08-0 FIXED � Our Customers FIXED 3-08-0 GLASS DR GLASS Our Community GLASS GLASS DR SHEET CONDUIT ROCK FLAT IN WALL INSERT SCREEN FOR ELEC FRINTEI CAT5 N CAB OUTLET FOR B15 OPEN B21 B21 OPEN SHELVES SHELVES B15 POWER @ PRINTER 6" SQUARE COLUMN SALES OFFICE INTERIOR 27" 4" SQUARE COLUMN DRAWERS SALES OFFICE INTERIOR 1X2 SUPPORT02H., 11!IIIO!:i�ll Ni ATTACHED TO iinlii:iiu!n iiiii nlif!ifi THE WALL nunilm!m m!nnm!m nnlinnnnl 16" PRIVACY ilnilclnnn IIIIIIIIIIIIO IIII��IIii�� I. CURTAIN ff ii lil`, II tilll1111111 IIIII II � IIII II 1111111 IIIIIIII 111111. IIIA II�!II II� 11111 Ill lii /i % IIIII�III,I II IIII IMI II, 1111 Ill Illi SALES OFFICE INTERIOR WINDOWS IN GARAGE DOOR PER DOOR SPECS - KAI SPECS -16" PRIVACY CURTAIN -4" SQUARE WOOD COLUMN I .....i...... W2442 W2442 i iii Oi0111 ii°ii 0110111111111 iiiiiiliiiiili FLAT SCREEN 4" WIDE SUPPORT LEG OUTLETS ABOVE 2"X16" SHEET DESK 1X4 TRIM ROCK PRIVACY CAT 5 CURTAIN UNDER (PAINTED) DESK 6" TONGUE & 4" SQUARE 27" GROOVE COLUMN DRAWERS SALES OFFICE INTERIOR W2442 W2442 1101 m niliiiiini lull�lliiiili! illllllliillii IIIII01111111 I,II�I 11111, 3 POINT/ PEOPLE ENERGY COMMUNITY ww BRAND SAVER V Z IIIIIIIIIINII IIIIIIIIIIIIIII fn 1� IICIIII IIIIIIIIIIIIIII Z co Uj LO 1x4" TRIM J ---------------- ---------------- _ OPEN T-0 _ENTRY _ - w _ 4" WIDE SUPPORT LEG OUTLETS 2"X16" Z - - , - - FLAT ------.---.J ----- SCREEN --- --------------------------- - C'Ljm 91A ABOVE SHEET ROCK Z - - - - - - - _ - ao oo DESK PRIVACY CURTAIN _ _____ _____________ co CAT 5 i (PAINTED) _ UNDER DESK _ _ _-_-:-_-_-_-_ 27" 4" SQUARE COLUMN DRAWERS SALES OFFICE INTERIOR 1X2 SUPPORT02H., 11!IIIO!:i�ll Ni ATTACHED TO iinlii:iiu!n iiiii nlif!ifi THE WALL nunilm!m m!nnm!m nnlinnnnl 16" PRIVACY ilnilclnnn IIIIIIIIIIIIO IIII��IIii�� I. CURTAIN ff ii lil`, II tilll1111111 IIIII II � IIII II 1111111 IIIIIIII 111111. IIIA II�!II II� 11111 Ill lii /i % IIIII�III,I II IIII IMI II, 1111 Ill Illi SALES OFFICE INTERIOR WINDOWS IN GARAGE DOOR PER DOOR SPECS - KAI SPECS -16" PRIVACY CURTAIN -4" SQUARE WOOD COLUMN I .....i...... W2442 W2442 i iii Oi0111 ii°ii 0110111111111 iiiiiiliiiiili FLAT SCREEN 4" WIDE SUPPORT LEG OUTLETS ABOVE 2"X16" SHEET DESK 1X4 TRIM ROCK PRIVACY CAT 5 CURTAIN UNDER (PAINTED) DESK 6" TONGUE & 4" SQUARE 27" GROOVE COLUMN DRAWERS SALES OFFICE INTERIOR 6" TONGUE Uj M 3 POINT/ PEOPLE ENERGY COMMUNITY ww BRAND SAVER V Z '.4 Z co Uj LO 1x4" TRIM J LL w _ Z C' C'Ljm 91A o Z OC oo N co 6" TONGUE Uj M a: M °0 C%11 Z '.4 Z co Uj LO O J LL w 6" TONGUE W M %w & GROOVE ~ � Ow N Z V .� LO O J SALES OFFICE INTERIOR w _ Z C' C'Ljm 91A o Z OC oo SANFORD - W M ~ � M Z V 0WU. J M w Zai C' C'Ljm W o Z OC oo N NORTH 751 0-A INT -4 LUBBOCK ORLANDO all if � �t USED HOME ADVANCED WALL CONSTRUCTION SYSTEM O N J� 14" 16" 4'-6 2'-0" 3'-0" 1'-10" DETAILS 5, 6, 7 & 8 2&,L QUALITY ROOM INTERIORS m 0 d' 14" - DAVID WEEKLEY HOMES ENERGY SAVER • 1 all •• N ENERGY HERS USAGE AND COMFORT 00 1x4 TRIM TYP. LNEVWVS. USED 36"X48" o WARRANTY EPLACEMEN T BUYING A O COSTS NEW HOME Z V EE !O E 11 O `°5o�°$ ' 1x4 TRIM TYP. U) � N H r- c -w r+ z (L � CV O ww.'oa-.moo y� 6" TONGUE & 2 1 H OC N 'Q co N o eeeee GROOVE (TYP.) .;� -6o • y s GROOVE (TYP.) a w ' e ® s oe O010 •� � N N ` �M M.. to 16" 4'-6 2'-0" 3'-0" 1'-10" DETAILS 5, 6, 7 & 8 2&,L QUALITY ROOM INTERIORS m 0 d' 14" - DAVID WEEKLEY HOMES ENERGY SAVER • 1 all •• N ENERGY HERS USAGE AND COMFORT 00 1x4 TRIM TYP. I� SII 16" DETAILS 3 & 4 4'-6" 16" CHECK IT OUT 36"X48" o 6" TONGUE & 'a 4_1 O O N Z V EE !O E GROOVE (TYP.) `°5o�°$ ' c0 TO U) � N H r- c -w r+ z (L � CV O I� SII 16" DETAILS 3 & 4 4'-6" 16" CHECK IT OUT 36"X48" o 1x4 TRIM TYP. 'a 4_1 ui O N Z V EE !O E d `°5o�°$ 6" TONGUE & c0 TO U) � N H r- c -w r+ z (L � m uj .v O ww.'oa-.moo y� c E 2 1 H OC N 'Q co N eeeee GROOVE (TYP.) .;� -6o • y s ' a w ¢: e ® s oe O010 •� � N ` �M M.. to DETAIL 9 2b`�� 14" 3'-0" 14" BTWW N CU. OPEN TO .'. QUALITY ROOM 0 BTWW SIGN ,;�,O M,,,o SANFORD E cd 0 = Eos" M ~ o �+ °a= O 'a 4_1 ui O N Z V EE !O E d `°5o�°$ J c0 TO U) � N H r- c -w r+ ,;�,O M,,,o SANFORD E cd 0 = Eos" M ~ �N �+ °a= O E o ,c ui O N Z V N v vC OWE C= � Y 000 .� O p. W ., z (L � m uj .v O ww.'oa-.moo y� c E 2 1 H OC N 'Q co N eeeee .;� -6o • y s a w ¢: e ® s oe O010 •� � ` �M M.. to r W O ft A Z ca ,;�,O M,,,o SANFORD � W J M ~ �N 10 1` � W J M ~ V 1` Z V 0 J L p. W ., z (L O Qu1" W o Z OC co 'Q co N NORTH 751 0-A INT -5 LUBBOCK ORLANDO 2X4 TRUSSES COMPRESSED PAPER SIDING 2X4 FRAMING: (STUDS, DBL TOP PLATE) FELT PAPER SHEATHING (SHOW WATER MARKS & TEARS/HOLES) COPPER PLUMBING COMPRESSED INSULATION AREA INSULATION GAP PAPER BACKED INSULATION R-11 VALUE (WITH GAPS &COMPRESSED AREAS) 2X4 FRAMING: (SILL PLATE) C.M.U. BLOCK (4 COURSES) ELECTRICAL OUTLET (NOT SEALED) 1X2 FURRING NO TERMITE PRE-TREATMENT PLEXIGLASS SIGNS FOR" USED HOME CONSTRUCTION WALL If: A. Windstorm Engineered Wall. B. Compressed paper Siding. C. Felt Paper Sheathing. D. Copper Plumbing. E. Dated Code Minimum Insulation. F. Poor or No Air Sealing. G. Concrete Block Wall Insulation. 1'-d" 1'-d" 1' -All 1' -All 1'-d" 1' -All 11-611 41-211 (VARIES) 411 USED HOME CONSTRUCTION DETAIL (ORLANDO) SCALE: 112" =1'-0" 811 11-611 41-211 (VARIES) .411 NEW HOME WALL SYSTEM DETAIL (ORLANDO) SCALE: 112" =1'-0" NOTE: 0 DISPLAY WALL WILL BE COVERED COMPLETELY WITH PLEXIGLAS. D DIMENSIONS/SIZE MAY VARY PER ROOM CONDITIONS. D ADD 8" OF HEIGHT TO WALL ASSEMBLY, WHEN BUILT IN A ROOM W/ 10-0 CLG. HT. 0 SUBTRACT 16" OF HEIGHT TO WALL ASSEMBLY, WHEN BUILT IN A ROOM W/8-0 CLG. HT. SP2-UPLIFT STRAP @ DBL TOP PLATE 2X4 TRUSSES @ 2411 O.C. W/ TWIST STRAPS FOR UPLIFT 2X4 FRAMING: (STUDS, DBL TOP PLATE) CEMENT BOARD SIDING DOWN WEATHER -MATE PLUS HOWSEWRAP SHEATHING NON PAPER BACKED INSULATION CPVC PLUMBING` BEAD OF CAULK TO SEAL JOINT BETWEEN DRYWALL & FRAMING SP1 -UPLIFT STRAP 2X4 FRAMING: (SILL PLATE) DOWN FOAM INSULATION BOARD C.M.U. BLOCK (4 COURSES) 1X2 FURRING ELECTRICAL OUTLET (SEALED WITH FOAM) ICE MAKER LINE USING CPVCP PIPE & SEALED WITH TERMITE TREATMENT FOR AREAS AROUND SLAB PENETRATION PLEXIGLASS SIGNS FOR " NEW HOME WALL SYSTEM": A. Windstorm Engineered Wall. B. Cement Board Siding. C. Housewrap Sheathing Wall Protection. D. Plastic (CPVC) Plumbing. E. High Performance Insulation. F. Foam Air Sealing. G. Concrete Block Wall Insulation. 910 W/yG SANFORD Q�flI R w� W 6 c IT- 4) o cc m�d2� '=t Cf B 0 oc�-` LaD N .a Q> to Q t; c E 2'z E p; `°00& J (60 c'0Nc>1 00 • w r -e. ry L c d _ E cot - 0 E 40— —�Q1 'o ooc- p y o �:• 'D O �0Q 4 as c L o � ar L 2 o ?_ .c c = w- F- 0 •- O 0 y N d�c_ ACL =F- L N 7V@ > t=s CD L0 a. lQ 0(M E 0 �L w� W 6 zo.QN ° ~ � °LUv Z V M t; /P J U. CLW .. D Z ,Q0.� 0. 4� Q LL Z W p �0Q W r N N .� L0 O CI -.., Q. A z 0 NORTH 751 0-A INT -6 LUBBOCK ORLANDO W � �N zo.QN 3SO NORTH 751 0-A INT -6 LUBBOCK ORLANDO W M N ~ � Z V M 0 J U. CLW .. D Z ,Q0.� 0. Q LL Z W p �0Q N NORTH 751 0-A INT -6 LUBBOCK ORLANDO SIDING FLASHI 2x LEDi STRUC 9-4 TOA COMP. SHINGE ALUM. I ALUM. I 2x6 SUE ALUM. CHANN 2x LEDGER SEE ' STRUCTURAL GARAGE CORNICE DETAIL SCALE: V= V-0" ')TEM FTER )ARD NISH CMU TING 9'_4"T.O.M. —6" WIDE RAISED SINGLE BAND (TYP.) TEXTURED COATING (TYP.) d M j I'00 DD ICE .`c oa Pao z _ 0" FIRST FLOOR ENTRY DETAIL SCALE: 1/8" =1'-0" 18"x24" LOUVE BOARD & BATT 6" FASCIA (TYF -19'- 8" PLATE 4" FRIEZE (TYI 6" TRIM (TYP.) 4" TRIM (TYP) SIDING W/6" TF 8" FASCIA @ FI GABLES 9'-4"T_O_M._ 8" WIDE RAISE SINGLE BAND 4" WIDE RAISE SINGLE BAND SAND FINISH TEXTURED CO (TYP.) SEE ENTRY D7 -0" FIRST FL00 FRONT ELEVATION "A" vvllvwVVYV 1 WIN SALES OFFICE N 12 77y Q4 - - 19' - 8" PLATE ------------ 9'- 4" T.O.M. 6" WIDE RAISED SINGLE BAND 0" FIRST FLOOR _ _ NOTE: ALL HORIZONTAL Ihk SIDING WLL BE 6" HARDIE UNLESS NOTED OTHERWISE "'k kik NOTE: TEXTURED COATING SMOOTH SAND FINISH 19'- 8" PLATE - - - - - - - - 19'- 8�� PLATE \ - (TYP.) i` TEXTURED COATING ' \ ♦ \ (TYP.) _ 9'-4"TO_M.�__ - - - ♦ - ' _ , - _ 9'-4"T.O.M. , \ / , / Q FIXED SGD SGD FIXED - 0" FIRST FLOOR - _' _ 0" FIRST FLOOR REAR ELEVATION USANFORD rAv�nt d M �••• � �N o sae .`c oa Pao z M W 12 V -J h r ®°reg W .. zCLa 0 U. Woz OC W o N N A z V \ - (TYP.) i` TEXTURED COATING ' \ ♦ \ (TYP.) _ 9'-4"TO_M.�__ - - - ♦ - ' _ , - _ 9'-4"T.O.M. , \ / , / Q FIXED SGD SGD FIXED - 0" FIRST FLOOR - _' _ 0" FIRST FLOOR REAR ELEVATION USANFORD rAv�nt d M �••• � �N o sae .`c oa Pao z M W 12 V -J h r ®°reg W .. zCLa 0 U. Woz OC W o N N A z V ul NORTH 751 0-A ELVml LUBBOCK ORLANDO d M t+ry � �N o sae .`c oa Pao z M W 12 V -J 0W �� UL aW NORTH 751 0-A ELVml LUBBOCK ORLANDO �N t+ry � �N �O t`- I- � M NORTH 751 0-A ELVml LUBBOCK ORLANDO W t+ry V t`- I- � M Z V J 0W UL aW zCLa 0 U. Woz OC oo <C N NORTH 751 0-A ELVml LUBBOCK ORLANDO I U _ 1 ! I J . ['_ I 11111111. 11 .__11� - 1 ' 1 i I ill 12 Q6 N CD ' - ---19' - 8" PLATE ------------------------------- - ------------------------------------- __ 19'- PLATE -- ` STUCCO BAND (TYP) SIDING W/6" TRIM (TYP.) Lo- SEE -DETAIL ` %- h - --�-, -- --'---- -----'- - - -_ 9, 4"T .O.M9'-4"TOM t --_-T---------- -------------- --_ ----------------- --,----------- --------1----- ---- -- - 4" WIDE RAISED SINGLE BAND - - - - - - - - - ' TEXTURED COATING SAND FINISH (TYP.) -- 0" FIRST FLOOR - - - -- - 0"F - -- - - -- • FIRST FLOOR SIDE ELEVATION �y12 4� 19'-8"PLATE' -------------------------------------------------------------------- - - - - ------- ------------19__$PLATE __ / STUCCO BAND (TYP.) , 04 77 Lo W - - a 4" WIDE RAISED SINGLE BAND TSAND FINISH (TYP.) TEXTURED FR.DR. COATING (TYP.) -- 0" FIRST FLOOR- , ` ' ` �_--,_ , --------- -- -----0"F----- - ---- -- ----`------------------------------------------------------- - - ----------- -- FIRST FLOOR SIDE ELEVATION SANFORD C L O L ai .7 O O N C O H d Q c E a E 9i `-0 0m c J (4,Oay >' 4) E r L C (D a O 4) r .- X09 2 �O`S£3� �c2.a'82 � �� •• cm 00 O C O O O �d 04 v 0� 0 O 60 tp O L 4- I,I.I 0 4)C I- CL m 1r L +' •- Gy � co 2 op CID 11191111/'® _� • v�4 O O. .. o� ¢ 010, z �; ®_� o °° ••• . ., „ •®�� `ate lit r Wcq o .F Lo %.. V W M V ti ~ � M Z V O J LL 0. W zap ,Q a0 LL ` I ♦, WNZ , N Lo- SEE -DETAIL ` %- h - --�-, -- --'---- -----'- - - -_ 9, 4"T .O.M9'-4"TOM t --_-T---------- -------------- --_ ----------------- --,----------- --------1----- ---- -- - 4" WIDE RAISED SINGLE BAND - - - - - - - - - ' TEXTURED COATING SAND FINISH (TYP.) -- 0" FIRST FLOOR - - - -- - 0"F - -- - - -- • FIRST FLOOR SIDE ELEVATION �y12 4� 19'-8"PLATE' -------------------------------------------------------------------- - - - - ------- ------------19__$PLATE __ / STUCCO BAND (TYP.) , 04 77 Lo W - - a 4" WIDE RAISED SINGLE BAND TSAND FINISH (TYP.) TEXTURED FR.DR. COATING (TYP.) -- 0" FIRST FLOOR- , ` ' ` �_--,_ , --------- -- -----0"F----- - ---- -- ----`------------------------------------------------------- - - ----------- -- FIRST FLOOR SIDE ELEVATION SANFORD C L O L ai .7 O O N C O H d Q c E a E 9i `-0 0m c J (4,Oay >' 4) E r L C (D a O 4) r .- X09 2 �O`S£3� �c2.a'82 � �� •• cm 00 O C O O O �d 04 v 0� 0 O 60 tp O L 4- I,I.I 0 4)C I- CL m 1r L +' •- Gy � co 2 op CID 11191111/'® _� • v�4 O O. .. o� ¢ 010, z �; ®_� o °° ••• . ., „ •®�� `ate lit r Wcq o .F Lo %.. V NORTH 751 0-A ELVm2 LUBBOCK ORLANDO W M V ti ~ � M Z V O J LL 0. W zap ,Q a0 LL WNZ N NORTH 751 0-A ELVm2 LUBBOCK ORLANDO --------------- — — — — — — — — — — — — — — -- 19-8 PLT. HT. ROOF PLAN US'ANFORD LU04 M ~ �N 16 11 ~ 16" 6:12 TRUSS .moi N 6:12 TRUSS OM. C 7`' 'C �- W J d' zap Q M Z O iz I M N 11 a`JL ■ N C C — _ I 0 Z —I Q p x N H -j cn F— M tV 4) 0:2 � tt mac.=0 tn.. 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F- to C C m to ill III X LU04 M ~ �N �O ~ � Z V M OM. • .J u. �- W zap Q • %0900 • 0 a`JL ■ W p Q W c C� N W A m z (0) �J LU04 M ~ �N �O ~ � �J LU04 M ~ t� ti ~ � Z V M 0 .J u. �- W zap Q (L 0 a`JL z W p Q W c C� N NORTH 751 0-A RFP -1 LUBBOCK ORLANDO L4 M 30'-0" 14'-0" 16'-0" TWO STORY FTG 13'-4" A/C PAD DO DO _1 I SD1 I SD1 I L_ 8" 8" 1 r_0" 1 r_On C7 O � n r n 101-01,8 16-411 -4 12'-0" 30'-0" FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q I— LAPPED MIN. 6" AND SEALED. Z Q 2. PROVIDE 3-1/2" 250OPSI GONG. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. .�. v 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0,. LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR H z RECESSING DOOR SILLS. D Q 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. - 1 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W a SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG) O U CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR Z W USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY i COMMUNITY & COUNTY CODES. 5 m 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION O INSTRUCTIONS. _ _ _-- J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED i- O� DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ®® ®•p J7/'j% i�®� N Uj FOOTING STEP DOWN AND CORNER INFORMATION. ®� • °°® � r a ®� 00 Lj 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE c ©: .� Y p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH Z ut 0 Q .J Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ® Q 0- Z — = V 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER `•" ZUj �• Os u. J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS '`�° •� •• v� W FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®®°O•••••�® `C a® Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERALQ '® * Q��`>�'' 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �`ll11111111 ! U_ FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. D u - 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 - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS r l BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 V PSF. O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO C) DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z O pWl4,i, CfIbJ ch STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q ip ,. lylt N FOOTING SIZES PENDING DEPTH OF STEMWALL ch U W Z FOOTING SCHEDULE 0- pq U I o 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. CD Z O 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF GONG. ¢ U 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z ° Z p 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24" SIDE @3" O.C. &MIN O Nti BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" (D O� SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. a Q m BARS & 3" MIN. COVER TO EDGE OF GONG. W 28"x28"x12" dp w/ #5's EQUALLY.SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF GONG. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF GONG. p Z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U) 0 BARS & 3" MIN. COVER TO EDGE OF CONC. a0 ^ LU J o ; 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z L.L U) rn N O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O 06 Q Z u) LL BARS & 3" MIN. COVER TO EDGE OF GONG. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U O Z UO O o 0 0 c 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O I— W N Ug ! U1 J COREW8 BARS & 3" MIN. COVER TO EDGE OF CONC. W 5 <000-,q :° 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. _ �"'� (n O w ui o WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W.~ Z Z ¢ Z O BARS & 3" MIN. COVER TO EDGE OF GONG._- Q O � g 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W U_ U N 4O BARS & 3 MIN. COVER TO EDGE OF GONG W O 48"x48"x16" dp wl #5's EQUALLY SPACED EA. <I J` 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF GONG. O I " O 48"x48 x24 dp w/ #5's EQUALLY SPACED EA. L) 1- ' U. 8> B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN ($) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF GONG. Z _ _ 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. p 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF GONG. 0 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 GONG, Z N 54"x54"x24" dp w/#5's EQUALLY SPACED EA. z V) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Q J BARS & 3" MIN. COVER TO EDGE OF CONC. O LL 60"40"x16" dp w/#5's EQUALLY SPACED EA. 0 O WAY MIN. 2" HORIZ: CLEARANCE BETWEEN MIN (9) # 5 E.W. z Q BARS & 3" MIN. COVER TO EDGE OF GONG. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. W W 11 <8> .5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. J BARS & 3" MIN. COVER TO EDGE OF GONG. p (1) W Q SYMBOLS LEGEND z W�IIE V) v _0Uj ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO m (� TIE BEAM ( 7'-4" MAX U.N.O.) O W V • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. � J J TO TIE BEAM. 0WSW 0. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. p V t*- a U) LU pWU INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. W O C1 C4 #5 CONT. FT.G TO TIE BEAM. H W Q Q 00 U IZ N (n STRUCTURAL ENG: BAD FOUNDATION PLAN- SANFORD �,,,La,N 1/411=11-011 6, �� �PARIV 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. -STRUCT: EA U ED QC CHECK: QC FO O FO S3 COFjl�1 S3 ■ U JOB No. v C SCALE: SDI FO 1/30/17 2.6 -3 1/2" S3 S2 I S3 • • • • S3 ■ ■ F1 2.6 10 DO 2r -41r S3 10'-8" SDI ■ ■ 0'-0" F.F. FO S3 3-1/2" THICK CONC. SLAB W/ 6X6 W11,4 X W/1.4 �-- IW.W.F. OVER 6 MIL VAPOR BARRIER OVER ----- FO COMPACTED FILL. -- IS3 n Tm �n l :1 ■ u ( I C7 r 16'-11" I 2.3 o FO ■ S3 I O FO co ■ S33 ri I ■ 0: I 1No a r ( OVARIES , O ■ O I WLID - I ■ M J CIO At I ■ 4" 10" 16'-11" ■ I ( FO IFO S3 S3 -- I ■ ■- I r r N I 6'-8" I P TWO STORY FTG 6'-0" ■ F1 I ■ F1 I S3 IS3 . � 2.6 FO S3 c FO S3 I DO DO ■ ■I FO -3 1/2" 33 - 00 ao rn FO LD ao 4 S3 W 0_ 2.6 FO 2.6 S3 co co ■ ■ ■ ■ I L_ 8" 8" 1 r_0" 1 r_On C7 O � n r n 101-01,8 16-411 -4 12'-0" 30'-0" FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q I— LAPPED MIN. 6" AND SEALED. Z Q 2. PROVIDE 3-1/2" 250OPSI GONG. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. .�. v 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM N ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0,. LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR H z RECESSING DOOR SILLS. D Q 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. - 1 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W a SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG) O U CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR Z W USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY i COMMUNITY & COUNTY CODES. 5 m 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION O INSTRUCTIONS. _ _ _-- J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED i- O� DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ®® ®•p J7/'j% i�®� N Uj FOOTING STEP DOWN AND CORNER INFORMATION. ®� • °°® � r a ®� 00 Lj 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE c ©: .� Y p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH Z ut 0 Q .J Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ® Q 0- Z — = V 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER `•" ZUj �• Os u. J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS '`�° •� •• v� W FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®®°O•••••�® `C a® Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERALQ '® * Q��`>�'' 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �`ll11111111 ! U_ FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. D u - 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 - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS r l BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 V PSF. O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO C) DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z O pWl4,i, CfIbJ ch STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q ip ,. lylt N FOOTING SIZES PENDING DEPTH OF STEMWALL ch U W Z FOOTING SCHEDULE 0- pq U I o 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. CD Z O 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF GONG. ¢ U 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z ° Z p 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24" SIDE @3" O.C. &MIN O Nti BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" (D O� SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. a Q m BARS & 3" MIN. COVER TO EDGE OF GONG. W 28"x28"x12" dp w/ #5's EQUALLY.SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF GONG. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF GONG. p Z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U) 0 BARS & 3" MIN. COVER TO EDGE OF CONC. a0 ^ LU J o ; 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z L.L U) rn N O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O 06 Q Z u) LL BARS & 3" MIN. COVER TO EDGE OF GONG. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U O Z UO O o 0 0 c 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O I— W N Ug ! U1 J COREW8 BARS & 3" MIN. COVER TO EDGE OF CONC. W 5 <000-,q :° 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. _ �"'� (n O w ui o WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W.~ Z Z ¢ Z O BARS & 3" MIN. COVER TO EDGE OF GONG._- Q O � g 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W U_ U N 4O BARS & 3 MIN. COVER TO EDGE OF GONG W O 48"x48"x16" dp wl #5's EQUALLY SPACED EA. <I J` 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF GONG. O I " O 48"x48 x24 dp w/ #5's EQUALLY SPACED EA. L) 1- ' U. 8> B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN ($) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF GONG. Z _ _ 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. p 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF GONG. 0 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 GONG, Z N 54"x54"x24" dp w/#5's EQUALLY SPACED EA. z V) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Q J BARS & 3" MIN. COVER TO EDGE OF CONC. O LL 60"40"x16" dp w/#5's EQUALLY SPACED EA. 0 O WAY MIN. 2" HORIZ: CLEARANCE BETWEEN MIN (9) # 5 E.W. z Q BARS & 3" MIN. COVER TO EDGE OF GONG. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. W W 11 <8> .5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. J BARS & 3" MIN. COVER TO EDGE OF GONG. p (1) W Q SYMBOLS LEGEND z W�IIE V) v _0Uj ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO m (� TIE BEAM ( 7'-4" MAX U.N.O.) O W V • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. � J J TO TIE BEAM. 0WSW 0. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. p V t*- a U) LU pWU INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. W O C1 C4 #5 CONT. FT.G TO TIE BEAM. H W Q Q 00 U IZ N (n STRUCTURAL ENG: BAD FOUNDATION PLAN- SANFORD �,,,La,N 1/411=11-011 6, �� �PARIV 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. -STRUCT: EA U QC CHECK: QC U JOB No. DWH-2170095 C SCALE: AS INDICATED DATE: 1/30/17 S2 2'-0" 8'-0" 2'-0" SYMBOLS LEGEND Lu ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO Q I— TIE BEAM ( 7'-4 MAX U.N.O.) z Q LU • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ❑ TO TIE BEAM. UjUj 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 N INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. ZO #5 CONT. FT.G TO TIE BEAM. 0 Z o p W _ CL LU O U z W Z o J ❑ m ❑ W �i LL ` w /LLJ k"k � 1 LL s Vie`— ®••.�, • ••®e•®• �� ®, u.i cy) CL u• W �' e m W O �- 00 J Z 7e O � ®i = U • Z Cf) 0 o� e •,' �� LLi Q J �, °•®ease• s O `�®� Z ❑ LL �— m W O U e �l ❑ ^ M z O 6 yf v ai U J o Uj Q OU o 0 U Z U- O G 4 t a� Z O z��titi� O � O _ am Ll U ❑ Z Q av\W ANG < L SANFORD DOWEL LAYOUT PLAN 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. o Z Cf) W U J�`r ;; F /r \l\ 06 w Z�`"� E X t„/ Z_ ¢ ZLL U O Op 0�F^Z� n� ~ G 1 W J 5 tAo:g Zaa Q = 0 y: 11�' W Z as zoE �LLO�Qa N J W W O LL r Z N p I— Q 0 ) ) W W U) th M U. J LL � W W Q C Y �/± oL) LLI _ = m J U W = ..I -j Wr-W W ti a 3 I— W6_ ---- �w pW(� O N Oo N STRUCTURAL ENG: BAD DRAFTING: -STRUCT EA QC CHECK: QC JOB No. DWH-2170095 SCALE: AS INDICATED - DATE: 1/30/17 21 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. o (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO — TIE BEAM SPLICE TO a TIE BEAM SPLICE TO a 1 BE MIN. 25" GROUT I'� BE MIN. 25" GROUT CELL SOLID PENDING SITE CELL SOLIDPENDING SITE CONDITIONS, SEE �I CONDITIONS, SEE MASONRY WALL "I I DETAIL MF20 FOR MASONRY WALL °II. DETAIL MF20 FOR SEE PLAN SEE PLAN I� DEEP MONO U) DEEP MONO CONCRETE SLAB PER CONCRETE SLAB PER I FOUNDATION PLAN I$ FOUNDATION PLAN > _ II VARIES a ° SEE PLAN Co U CD GRADE —)Ito a . 'I GRADE Z� Uj 141 d w a — r _— — 4°4 .j. ° —� Q o 00 — — I I II II I I I I 11= (2) #5 BARS CONT. I (2) #5 BARS CONT. - CLEAN COMPACTED W/ 3" COVER TYP. ' I III= I , '—LEAN COMPACTED W/ 3" COVER TYP. 1 I I (1=1 I I I FILL @ 95% STANDARD FILL @ 95% STANDARD 1 0„ DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG ESHABE D STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS V-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" 3/4"=1'-0,1 OPT. MASONRY CURB @ ELEV. U-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER z CONC. SLAB PER 8"x12" THICKENED g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 8" °- FOUNDATION PLAN w/ 3" COVER TYP. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRIG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN, 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW IZ U) MIN 4" W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" Ir (n FOUNDATION PLAN COVER TYP. oo 1-1/2" COVER TYP. CONC. SLAB PER I 111 - -- -- FOUNDATION PLAN 2 1/4 CONC. SLAB PER z CONCRETE SLAB PER W FOUNDATION PLAN L PATE g FOUNDATION PLAN g z a 2x PT SILL2x P.T. SILL PLATE w N W n a w j W r ^ �I/ J asMrz \ % 3/4 M ® 11 FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE TOP (2) #5 x 4'-0"PVC - 4„ CONC. SLAB PER ° 'I I q ° ' ♦ .-III—l+l O 7 z 4:, 4- ° ° ° , d '• ` .III=III-1 FOOTING W SIMPSON ° d' --45 o _—I a : a.'° '. ° a: d ° ° °' __ I I—III I—III--- , '� _I I I_I I I—III-1 00-III=III=1 I �, �— - = _� — • a -. ' .. I I_I w _ TOP COURSE TO BE CHAIR BLOCKS. W d W M ti EE W 8 CONCRETE STAIRS AS ; Z r^ V '� I I _ 8n REQ'D PER GRADE W/ J TOP VIEW @ III — J 5 FILLED SOLID SEE ELEVATION CONC. SLAB PER ---III—III I— __— —I:III— (n __— 1 _ 11 1 1 1 11 I III—III III I I I_ I c� w VERTICAL @ EACH Z VV y O O 23 CORNER. SEE FLR.— PLAN FOR BASE SIZE CLEAN COMPACTED _ °... LU O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED _ DRIVEWAY BY FILL @ 95% STANDARD (2) #5 DIA. BARS @ TOP .4d I :.. ° U COVER TYP.; AT 8"" 8"" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD m BUILDER- CONCRETE DENSITY (2) #5 BARS CONT. w/ 3" O �_ `�' ' co 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 M O F- OR PAVERS COVER TYP.; AT _I CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO W EXCEEDS 26", IF PAVERS PER PLAN 7 2 -STORY COND. (3) #5 Nd, FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG j ; °' BARS REQ'D & FTG TO e DENSITY SHALL BE V-8" WIDE w/(3) #5 BARS LL w W ° BE 20" WIDE DEPTH < 26 THESE CV CLEAN COMPACTED BARS ARE NOT REQ'D �' °' .I ° d a s H _ NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING GRA E FO BEARING SLAB STEP DOWN AFO FOOTING AT INTERIOR BEARING` I• �' I VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" \� 3/4"=1'-0" \ / 3/4"=1'-0" w.11 . a a. d .. - GRADE w Id. ' MR ° e .I. d �: 1 o e d . ' • ° I I—III—III—III I—_ I11 III—III-1I — —I = d I•d°° 4 I8! 14!r-1�IIIII�IIIII�II�II�I �I8,- -I� II- IL a d I —III— —III— PENDING SITE ' I-11 I. ,) I II II I, II III w "NoA 1rr'w a w.6. MimiI- (ICONDITIONS, SEE ° DETAIL MF20 FOR W I=1 ( I =III= I — (2) #i CONT. w/ 3" DEEP MONO O �� — = "MI _ = COVER TYP. (2) #5 CONT. w, 3 I _ _ (2) #5 BARS CONT. ill COVER TYP. III —III—III—III I I I—I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRYFO THICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL 3/411=114„ VERIFY W/ DETAILS FOR REQ'Dp STEEL AT 2 STORY LOCATIONS v L Uj a C da MASONRY WALL SEE PLAN d I < CONC. SLAB PER (1) #5 FROM FTG. TO E SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" K ° #5 CONT. MFG ° SPLICE GROUT CELL o - � PER REINFORCEMENT SEE SOLID PER PLANS L ' q dI 4-11 FOUNDATION PLAN C FOR QUANTITY ° I' C THRESHOLD PER MFG C #5 x 25" x 25" CORNER °. ° t a a . BAR, ONE FOR EA. _ - - d ° r fV < I I ---- O _ HORIZONTALCONC. SLAB PER d —I c I� Uj REBAR, TYP. U.N.O. _ I=I I=I I= FOUNDATION PLAN I _ _ —_ C °. 4 ,_.._ ...r. (2) #5 BARS CONT. a q d, a .. SLOPE W/ 3" COVER TYP.; @ V-4" C 2 -STORY CONDITION PER MFG " (3) #5 BARS w/ 20" — SLOPE EXT. SURFACE � OR GRADE 1/4" PER WIDE FOOTING FCLEAN COMPACTED OOT AWAY FROM i BUILDING FILL @ 95% STANDARD ELASTOMERIC JOINT DENSITY FILLER C L TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL AF1' FOOTING AT INTERIOR BEARING WITH CMU E r ^ �I/ J 3/4"=1'-0" \ % 3/4 M ® 11 FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE TOP (2) #5 x 4'-0"PVC - 4„ CONC. SLAB PER OR SCH40 SLEEVE CENTERED AT PIPE CONNECTION z EMBED. INTO MAIN FOUNDATION PLAN y� rONO;••o••••4 ®Q J FOUNDATION PLAN FOOTING W SIMPSON W 00W GARAGE o EPDXY @ 12" O.C. I TOP COURSE TO BE CHAIR BLOCKS. W d W M ti EE W 8 CONCRETE STAIRS AS _ _ l Z r^ V '� ENTIRE BASE TO BE REQ'D PER GRADE W/ J TOP VIEW @ CORNER J 5 FILLED SOLID SEE ELEVATION CONC. SLAB PER 0 CMU BASE w/ (1) #5 (n OiPLULU o FOUNDATION PLAN .da GARAGE WALL VERTICAL @ EACH Z 747-7-7 dv e y , • • BEYOND CORNER. SEE FLR.— PLAN FOR BASE SIZE ° ° A. ° e _ °... b Z _ DRIVEWAY BY SEE FOUNDATION FOR (2) #5 DIA. BARS @ TOP .4d I :.. ° O 4„ �_._. (2) #5 DIA. BARS @TOP — BUILDER- CONCRETE PAD SIZE W z O �_ `�' ' WHEN MONO DEPTH �I = =I I ° e . °° I I.°' j M O F- OR PAVERS CONC. SLAB OR _I 4 W g z EXCEEDS 26", IF PAVERS PER PLAN 7 Nd, O ; °' ; e DEPTH < 26 THESEi = ° DEPTH < 26 THESE CV CLEAN COMPACTED BARS ARE NOT REQ'D �' °' .I ° d a s BARS ARE NOT REQ'D _ d "•ar°.� �.,..� a GRA E #3 STIRRUPS @ 48" = JLi I I ° 4 ..° I I I FILL @ 95% STANDARD _ ° B de` e L D —IiII — _ d' I _I I —I I I— I I DENSITY — --- -I ; .q 8° 3" COVER TYP. 8" x 8" THICKENED (I CLEAN COMPACTED = l a..'Ld...°� ° d 1 ° ° =I EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD - DEPTH EXCEEDS 26", — I ° I DENSITY — — — — — - 1=1 THICKENED EDGE @ GARAGE DOOR A1171`FOOTING @ ENTRY MASONRY COLUMN 3/411=114„ VERIFY W/ DETAILS FOR REQ'Dp STEEL AT 2 STORY LOCATIONS v L Uj a C da MASONRY WALL SEE PLAN d I < CONC. SLAB PER (1) #5 FROM FTG. TO E SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" K ° #5 CONT. MFG ° SPLICE GROUT CELL o - � PER REINFORCEMENT SEE SOLID PER PLANS L ' q dI 4-11 FOUNDATION PLAN C FOR QUANTITY ° I' C THRESHOLD PER MFG C #5 x 25" x 25" CORNER °. ° t a a . BAR, ONE FOR EA. _ - - d ° r fV < I I ---- O _ HORIZONTALCONC. SLAB PER d —I c I� Uj REBAR, TYP. U.N.O. _ I=I I=I I= FOUNDATION PLAN I _ _ —_ C °. 4 ,_.._ ...r. (2) #5 BARS CONT. a q d, a .. SLOPE W/ 3" COVER TYP.; @ V-4" C 2 -STORY CONDITION PER MFG " (3) #5 BARS w/ 20" — SLOPE EXT. SURFACE � OR GRADE 1/4" PER WIDE FOOTING FCLEAN COMPACTED OOT AWAY FROM i BUILDING FILL @ 95% STANDARD ELASTOMERIC JOINT DENSITY FILLER C L TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL AF1' FOOTING AT INTERIOR BEARING WITH CMU E �/I V ��. i C-4 r ^ �I/ J • 0"0 °• °°° /� M W LL J 11 J r�E!/ `y TOP (2) #5 x 4'-0"PVC z #5 DOWEL W/ MIN. 6" CONC. SLAB PER OR SCH40 SLEEVE CENTERED AT PIPE CONC. SLAB PER z EMBED. INTO MAIN FOUNDATION PLAN y� rONO;••o••••4 ®Q J FOUNDATION PLAN FOOTING W SIMPSON W 00W iiirir,�o� : L Q o EPDXY @ 12" O.C. I LL W d W M ti EE W 8 CONCRETE STAIRS AS Z r^ V '� Q Z��.-- U�00 REQ'D PER GRADE W/ J O J 5 w LLj z wwzao 8 Q50%L:S 9 MIN (1) #5 BAR @ 0 (n OiPLULU o NOSING .da � Z 747-7-7 dv e y , • • SEE 0 _ °... b Z _ . PLAN (2) #5 DIA. BARS @ TOP .4d I :.. ° O z (2) #5 DIA. BARS @TOP — ° +.^ .1+,'° W z O �_ `�' ' WHEN MONO DEPTH �I = =I I ° e . °° I I.°' M O F- WHEN MONO DEPTH I — EXCEEDS 26", IF _I I °° ° . °° I ° I;' ;° . g z EXCEEDS 26", IF J ; ; °' ; e DEPTH < 26 THESEi = DEPTH < 26 THESE CV BARS ARE NOT REQ'D �' °' .I GRADE BARS ARE NOT REQ'D _ d "•ar°.� �.,..� a GRA E #3 STIRRUPS @ 48" = JLi I I ° 4 ..° I _ I _ #3 STIRRUPS @ 48" D 4 I ^ a I — _ d' I O.C. WHEN MONO = I I— ° °' ' I I— z_ O.C. WHEN MONO I I =I °'' I _= I - z_ DEPTH EXCEEDS 26", : I = ( ° ° =I =1 DEPTH EXCEEDS 26", — I ° I — =1 11- M IF DEPTH < 26" THESE — IF DEPTH < 26" THESE I= I �I ° I -04 BARS ARE NOT REQ'D 1= :.:` `' — I ' BARS ARE NOT REQ'D . — (2) #5 BARS CONT. W/ —III— CLEAN COMPACTED (2) #5 BARS CONT. W/=i I— —, CLEAN COMPACTED 3" COVER TYP. V-4" FILL @ 95% STANDARD 3" COVER TYP. FILL @ 95/STANDARD DENSITY — DENSITY F2 DEEP MONOLITHIC FOOTING 6 F2 DEEP MONOLITHIC FOOTING W/ STAIR �/I V ��. i C-4 r ^ �I/ J • 0"0 °• °°° /� M W LL J 11 J r�E!/ `y TOP (2) #5 x 4'-0"PVC z Wy�o + cc V "k; rr\ Qr 00 OR SCH40 SLEEVE CENTERED AT PIPE r ¢ % z y� rONO;••o••••4 ®Q J W 00W iiirir,�o� : L Q o I LL W d W M ti EE W 8 3/4"=1'-0" 3/4"=1'-0" % 3/4"=1'-0" % 3/4"=1'-0„ > O r ^ �I/ J _ W LL J 11 J TOP (2) #5 x 4'-0"PVC z Uj W Q C OR SCH40 SLEEVE CENTERED AT PIPE 0 W PENETRATION = W 00W o W d W M ti EE W 8 Z r^ V '� Q Z��.-- U�00 J O J 5 w LLj z wwzao 8 Q50%L:S 9 0 (n OiPLULU o = � Z Qa�ZzO E XoQa y 0 sLUV-UNa W Z O O W WO W LL J CV M JLi LL Q D 0 3/4"=1'-0" 3/4"=1'-0" % 3/4"=1'-0" % 3/4"=1'-0„ > O 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE —I I— _ Q � PENETRATION I I—) I —III C FOUNDATION PLAN FINISH FLOOR ELEV. FINISH PER - _ ° — I_I I LU z Z— 0 4 o a _ 0 W r W FINISH FLOOR 00 =I I — .d d' ° I=I I- u) W to 0. PENETRATING ° I I =I I= p ~ �`j ~ a -...'.*,:GRADE PIPE PENETRATING PIPE ;III=I W 0 w (' °q q SEE FDN. CV I— O a + d4 ° • -� I PLAN FOR I- O C .' ' LOOP TIE (TYP.) b d ° ,�,-�- SIZE &REINF. U D CV PIPE PERPENDICULAR TO FND _—_ — _—_---� — I TOP (2) #5 x 4'-0" PVC SLEEVE MIN. —_= I =I I— FOOTING PER PLAN z • '�, I PVC OR SCH40 SLEEVE DIAMETER TO BE 2 I III=1 I I—i I I- g I—I I I—I — I—I I—I I—I I I I CENTERED AT PIPE CP STRUCTURAL ENG BAD —_ I PENETRATION Q DRAFTING. CLEAN COMPACTED — PIPE SIZES LARGER FOOTING PER PLAN — THAN THE FILL @ 95% STANDARD _I _—_ I I—I I I z STRUCT: _..__ Eq._»_._ SIDE VIEW DENSITY _ I I— — .-SEE SIZEAN_— PENETRATING PIPE ( ) —, I I— —I .r ..• .r° d — QC CHECK: QC FRONT VIEW)PVC SLEEVE —) I _ &REINF.. „ . — = -� ---- __ _ of JOB No. DWH-2170095 SCALE: - AS INDICATED PIPE VERTICAL -r!1_111:111111FDN '=1 4 °4 = I_ �,toiNc ~ DATE: ---- 1/30/17 Q' TYPICAL FOUNDATION PENETRATIONS _I �I 11= I (—III=III—' I SANFORD 3/4"=11-0" PIPE PARALLEL TO FND S3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ W LL J 11 TOP (2) #5 x 4'-0"PVC z Uj W Q OR SCH40 SLEEVE CENTERED AT PIPE Q W PENETRATION = 00W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE —I I— _ Q � PENETRATION I I—) I —III C FOUNDATION PLAN FINISH FLOOR ELEV. FINISH PER - _ ° — I_I I LU z Z— 0 4 o a _ 0 W r W FINISH FLOOR 00 =I I — .d d' ° I=I I- u) W to 0. PENETRATING ° I I =I I= p ~ �`j ~ a -...'.*,:GRADE PIPE PENETRATING PIPE ;III=I W 0 w (' °q q SEE FDN. CV I— O a + d4 ° • -� I PLAN FOR I- O C .' ' LOOP TIE (TYP.) b d ° ,�,-�- SIZE &REINF. U D CV PIPE PERPENDICULAR TO FND _—_ — _—_---� — I TOP (2) #5 x 4'-0" PVC SLEEVE MIN. —_= I =I I— FOOTING PER PLAN z • '�, I PVC OR SCH40 SLEEVE DIAMETER TO BE 2 I III=1 I I—i I I- g I—I I I—I — I—I I—I I—I I I I CENTERED AT PIPE CP STRUCTURAL ENG BAD —_ I PENETRATION Q DRAFTING. CLEAN COMPACTED — PIPE SIZES LARGER FOOTING PER PLAN — THAN THE FILL @ 95% STANDARD _I _—_ I I—I I I z STRUCT: _..__ Eq._»_._ SIDE VIEW DENSITY _ I I— — .-SEE SIZEAN_— PENETRATING PIPE ( ) —, I I— —I .r ..• .r° d — QC CHECK: QC FRONT VIEW)PVC SLEEVE —) I _ &REINF.. „ . — = -� ---- __ _ of JOB No. DWH-2170095 SCALE: - AS INDICATED PIPE VERTICAL -r!1_111:111111FDN '=1 4 °4 = I_ �,toiNc ~ DATE: ---- 1/30/17 Q' TYPICAL FOUNDATION PENETRATIONS _I �I 11= I (—III=III—' I SANFORD 3/4"=11-0" PIPE PARALLEL TO FND S3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO TIE BEAM SPLICE TO BE MIN. 25" GROUT BE MIN. 25" GROUT CI° KNOCK OUT / CHAIR .�.. CELL SOLID BLOCK COURSE W/ #5 CELL SOLID �° KNOCK OUT / CHAIR BLOCK COURSE W/ #5 ELASTOMERIC JOINT CONT. WHEN STEM FILLER ONLY @ WALL IS OVER 3 MASONRY WALL CONT. WHEN STEM FLOATING SLAB Ile COURSES TALL SEE PLAN I ; WALL IS OVER 3 LOCATIONS (FLOATING CONCRETE SLAB PER �I COURSE TALL I ^ MASONRY WALL FOUNDATION PLAN SLAB NOT PERMITTED WHEN STEM WALL IS II' SEE PLAN ,II . OVER 3 COURSES I! TALL) _Z ° VARIES ° d °' d �I . GRADE ° ° 1 1 GRADE ;o_17 SEE PLAN I=1 1= 1= I I e =I I I=I I I=I SEE STEM WALL _-III=I I I• . __-_ SEE STEM WALL CHART THIS SHEET I I— I° ° I=III =III -=III= CHART THIS SHEET I I=I I = I I I=III=III=I FOR FILLED CELL _ FOR FILLED CELL - SPACING & FOOTING —I- I -_ II =-I (-I SPACING & FOOTING -I -_= I I =) EE � SIZE & REINF. _ _— I —III— I (—I I = I—I I Z SIZE & REINF. I I= I I=I I I I:. =I I 1=1 I i_ III --II--III I I I --III- —I — I= I • • I .=III—_� I - I III= _ � I—_� I— I W I ° ° I = 11= -I - o I- ° ° r I= CLEAN COMPACTED - - - -- CLEAN COMPACTED = I I - - REBAR w/ TYP. COVER - REBAR w/ TYP. COVER FILL @ 95% STANDARD `I I - I ==WIDTH = PER STEM WALL FILL @ 95% STANDARD '-I WIDTH_ I PER STEM WALL DENSITY III -I I I =CHART THIS SHEET DENSITY ' I- - - -CHART THIS SHEET -1II�III,IIII�,II; TYPICAL EXTERIOR FOOTING SF02 TYPICAL GARAGE CURB FOOTING SF01 IF BRIG. WALL ABOVE - OPTIONAL CURB BY BUILDER PLAN AND BEARING Q 1/2" J -BOLT W/ MIN. 6" STEMWALL LU TOP COURSE TO BE PAST DEEPEST STEP zw � Z REQ'D FOUNDATION PLAN /� Ir 1, J a yl v� W MIN 4" HORIZONTAL (1) #5 CONT. w/ 1-1/2" 0 2x P.T. SILL PLATE N COVER TYP. ng 109t 1. 1-1/2" COVER TYP. CONCRETE SLAB PER REBAR, TYP. U.N.O. W CONNECTION FOUNDATION PLAN w g z o J c�a as M z - ° FACE PER ELEV. I (2) #5 CONT. w/ 3" - -_ n- d°. w z c ° d• . e ° 4' ''° (3) #5 BARS FOR TWO STORY ° ,4 10" a o ° a' O 32 LI F ril ILI Z O O 74 16rr � o ° W I ° — I—III— I -III-1 I I_I �,�- O w a 1=1 a' _— —_ _ I _ I Is�LOPED (2) #5 BARS CONT. w/ 3" I =I I= _ _� - —_ M COVER TYP.; AT =III 11=III=III= 1=1 CLEAN COMPACTED 2 -STORY COND. (3) #5 1= _ �I I=, FILL @ 95% STANDARD BARS REQ'D & FTG TO I II I DENSITY BE 20" WIDE I I=1 =III ;1 III=III qlF:0 DOUBLE STEP FOOTING I.�° d. ° 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. co W CONC. SLAB PER jFOUNDATION PLAN z W W W ° e d 50 I It CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" r. a... GRADE w °4 ^° 4 Nim iiii LU EO °� °iIiMs e� ° °' 0 1-I 11—I I I—I I I—I I I - - I I, ,� I _I a°Cn IF pI=— ( — (2) #5 CONT. w/ 3"U (2) #5 CONT. w/ 3'i MIN. — ( I : COVER TYP. M COVER TYP. - =III—III—) I I—III—I (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY qF::O THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL SEE STEM WALL KNOCK OUT / CHAIR HOLD BRIG WALL BACK CHART THIS SHEET BLOCK COURSE W/ #5 SO GYP FINISH IS FOR FILLED CELL CONT. WHEN STEM FLUSH w/ FOUNDATION SPACING & FOOTING WALL IS OVER 3 BELOW SIZE & REINF. COURSE TALL 2x BRIG WALL PER PLAN AND BEARING WALL SCHEDULE 2x BRIG WALL PERW Q OPTIONAL CURB BY BUILDER PLAN AND BEARING Q WALL SCHEDULE Z STEMWALL LU TOP COURSE TO BE MAX. FILLED CELL zw 3/4"=1'-0" 3/4"=1'-0" 3/4rr 6 M ® w ?: J W00 SLAB LEVEL OPTIONAL CURB BY BUILDER CONC. SLAB PER 2 1/4" FOUNDATION PLAN CONC. SLAB PER STEMWALL (p a TOP COURSE TO BE MAX. FILLED CELL zw � Z FOUNDATION PLAN /� Ir 1, J a yl v� W F F HORIZONTAL 2x PT SILL PLATE 0 2x P.T. SILL PLATE N U ��30 ng STEEL AT 2 STORY LOCATIONS a .°. ' ° ° Id REBAR, TYP. U.N.O. W CONNECTION SEE ELEV. FOR ' ENTIRE BASE TO BE o J 0 M z - ° FACE PER ELEV. I (2) #5 CONT. w/ 3" - -_ n- d°. w z c BLK WIDTH �.'� a a ° FILLED SOLID (3) #5 BARS FOR TWO STORY ,®•"�� `�� COVER TYP. = I =III— GRADE = 10" a o 30" (3)#5 BARS FOR ONE & TWO 32 Z Z O O 74 R o ° 1 I ° — I—III— I -III-1 I I_I �,�- ° e,. 4 —III—III—I 11- I w a 1=1 a' _— —_ _ I _ I Is�LOPED -III—III—I _ -I I — _ I =I I= _ _� - —_ — — - I=1 I=1 w 0 =III 11=III=III= 1=1 GROUT TO _ _ _=I -� I I=1 I=III I I=III=III 1= _ �I I=, I I ISI I I I I I II I DRAIN °° ° °d ° ` I I=1 =III ;1 III=III 0 I.�° d. ° d I -I I CORNER FILLED SOLID. I I hI I=1 �, w I CONC. SLAB PER DENSITY ° "- SEE ELEV. FOR BASE - — - _ _ ° �.' FOUNDATION PLAN (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED J PER MFG °' .� =I =I I F CLEAN COMPACTED 8" 8" COVER TYP.; AT FILL @ 95% STANDARD COVER TYP.; AT FILL@ 95% STANDARD M f°l I FILL @ 95% STANDARD 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 - DENSITY BAR REQ'D &FTG TO &FTG TO d ° o A .f.I_ ,a O WIDTH- FOUNDATION PLA BE 20" WIDE W m BE 20" WIDE o_ O V O W co ILL -iii-iii-iii- REBAR w/ TYP. COVER THRESHOLD PER MFG J °°.. I °'. I #5 REBAR CONT. @ PER STEM WALL W _ w W 1 CHART THIS SHEET J V FOOTING @ SHOWER @ MASONRYFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING UL "0 F-- W ti d. W D W 3/4"=1'-0" 3/4"=1'-0" 3/4rr 6 M ® w ?: J W00 SLAB LEVEL #5 x 25" x 25" CORNER FOOTING DIMENSION WOOD POST. PER STEMWALL O b TOP COURSE TO BE MAX. FILLED CELL ' ; p; z w � Z VERIFY W/ DETAILS FOR REQ'D /� Ir 1, J a yl v� PLAN FOR SIZE &BASE ° HORIZONTAL CHAIR BLOCKS. 0 v Z„ 00 - •••'••• = U ��30 O V STEEL AT 2 STORY LOCATIONS a .°. ' ° ° Id REBAR, TYP. U.N.O. W CONNECTION SEE ELEV. FOR ' ENTIRE BASE TO BE o J 0 M <000L S ')) .- M - ° FACE PER ELEV. I (2) #5 CONT. w/ 3" - -_ n- d°. w z c BLK WIDTH �.'� a a ° FILLED SOLID (3) #5 BARS FOR TWO STORY ,®•"�� `�� COVER TYP. = I =III— GRADE = 10" a o 30" (3)#5 BARS FOR ONE & TWO 32 Z Z O O R ° O M CLEAN COMPACTED ° 1 �. ° CMU BASE W/ (1) #5 _j ®® 11�` ¢ 0 I FILL @ 95% .° ° VERTICAL EACH LL_ °° ° °d ° ` •'° `• SLOPE STANDARD I.�° d. ° CORNER FILLED SOLID. F' m � e . #5 CONT. DENSITY ° "- SEE ELEV. FOR BASE M p .I �° PER MFG > ° w = SIZE W � ao f°l I REINFORCEMENT SEE > CONC. SLAB PER ° 4 ° ° 'I ;. NCf w , r l J d ° o A .f.I_ ,a FOUNDATION PLAN FOR QUANTITY 1/ FOUNDATION PLA ° ' °°. 4 W m o_ O V O W co THRESHOLD PER MFG J °°.. I °'. I #5 REBAR CONT. @ U W _ ° #5 x 25" x 25" CORNER FOOTING DIMENSION d 0 STEMWALL O b NUMBER/ SIZE OF BARS MAX. FILLED CELL ° ° BAR, ONE FOR EA. cn W a °.'d Z QUJI ejjjj� pe 'I"` /� Ir 1, J a yl M N DEPTH ° HORIZONTAL CONC. SLAB PER v w 0 .' - _ - ' ° 67 �� M v EXTEND SLAB 1 1/2 U ��30 O V (2) #5 BARS FOR ONE STORY OR a .°. ' ° ° Id REBAR, TYP. U.N.O. FOUNDATION PLAN 16" ' I ^�+� ..._._. MAX. BEYOND BLOCK w I-� I= ' (3) #5 BARS FOR TWO STORY o J ° e ° ° ° M <000L S ')) .- M - ° FACE PER ELEV. I (2) #5 CONT. w/ 3" - -_ n- d°. O U z c O �.'� a a ° 20" (3) #5 BARS FOR TWO STORY 40" COVER TYP. = I =III— GRADE = 10" a o 30" TYPICAL CORNER BAR DETAIL (TOP VIEW) •;.k '� �� SLOPE(1) #5 VERT. IN GROUT I —I aI' _ z -- Z g PER MFG •°FILLED CELL. 72 SLOPE EXT. SURFACE MAX & TYP AE q O,C. Z OR GRADE 1/4 PER CORNER AND COL. p z 9 FOOT AWAY FROM SEE STEM WALL LOCATION FOR WALLS a�"' °° v) Q BUILDING W CHART THIS SHEET O 540" TALL. SEE OL ° FOR FOOTING SIZE O ..� ELASTOMERIC JOINT STEMWALL SCHED. IF WIDTH AND REINFORCEMENT a Q FILLER WALL IS TALLER. w EXTERIOR DOOR POURED SILL lq0k MASONRY COLUMN AT ENTRY 3/4"=1'-0" 3/4"=1'-0" ` % 3/4"=1'-0" ` \ % 3/4"=1'-0" % �/ 2x BEARING OR NOW WOOD POST. POST. PER - - - - - - - - - - - - - 3" MAX. OVERHANG 2x P.T. BOTTOM PLATE BEARING WALL, SEE PLAN FOR SIZE & BASE OPTIONAL PLAN FOR MORE INFO CONNECTION ® I FILLED CELL PER PLAN SEE PLAN FOR (1) #5 CONT. PER PLAN 2 1/4" (1) #5 CONT. PER PLAN ELASTOMERIC JOINT w/ 1-1/2" MIN. COVER POSSIBLE STAIRS. IF TOP COURSE CHAIR FILLER FORM/POURED 4"I FOUNDATION SLAB PERNDATION PLAN PROVIDE (1) #5 AT BLOCK - - - - - - - SEE PLAN FOR CONC. SLAB PER I FEACH STEP CONC. SLAB PER POSSIBLE STAIRS. IF FOUNDATION PLAN EE PLA GARAGE I #5 DOWEL W/ MIN. 6" FOUNDATION PLAN FORM/POURED lo #5 REBAR CONT. @ N EMBED. INTO MAIN d PROVIDE (1) #5 AT SLAB LEVEL ,:.. •., ��.' 4 °...' ° .. e., d ° SLAB EXTENSION UP " FOOTING W/ SIMP. iI EACH STEP ° TOP VIEW @ CORNER ♦ - EPDXY @ 12" O.C. _ = a CONCRET STAIRS _- °o TO 1 1/2" (BEYOND _ ° e (1) #5 VERT. IN GROUT _) I ( ' ,•; (1) #5 VERT. IN GROUT -,AS REQ'D PER ; i I-I=� I= BLOCK FACE) FILLED CELL @ 72 - FILLED CELL@ 72 O.C. - z RADE M MIN 1 PERMITTED IF REQ. CONC. SLAB PER GARAGE WALL O.C. MAX. &TYP @ -I =I (= I �. MAX & TYP AT EA. I- �' g �#5 BAR @NOSING '=1 I I i 1 I = 8" 8 PER ARCHITECTURAL FOUNDATION PLAN -' - BEYOND EA. CORNER & COL. I=� (= w - '� CORNER AND COL. I LOCATION FOR WALLS = I=I ° w L (1) #5 CONT. PER PLAN = I ELEV. GRADE DRIVEWAY BY LOCATION FOR WALLS -I I _ W :III= - �w - w/ 3" COVER TYP.- - BUILDER- CONCRETE 540" TALL. SEE _I -W <40" TALL. SEE Z - - 4 M...._' OR PAVERS STEMWALL SCHED. IF I- I = `�"!, �' STEMWALL SCHED. IF I=I 4.., ° . (1) #5 VERT. IN GROUT = I'•. _ (- 1 Ill WALL IS TALLER. - = WALL IS TALLER. = I- = FILLED CELL@ 72" O.C. 3/4"=1'-0" STEMWALL SCHEDULE J FOOTING DIMENSION STEMWALL NUMBER/ SIZE OF BARS MAX. FILLED CELL 1 -STORY 2 -STORY HEIGHT SPACING (O.C.) U ^ IN STEM WALL DEPTH WIDTH DEPTH WIDTH 0 w�_ < z -E 8 - (2) #5 BARS FOR ONE STORY OR MATCH FILLED CELL 8" - 40" 10" 16" 10" 20" (3) #5 BARS FOR TWO STORY SPACING PER PLAN J O J <000L S ')) .- M (2) #5 BARS FOR ONE STORY OR 48" - 64" 10" 20" 10" 20" (3) #5 BARS FOR TWO STORY 40" 72" - 80" 10" 30" 10" 30" (3)#5 BARS FOR ONE & TWO 32 Z Z O O STORY e dae _I - I °I GRADE - I - I — _ , , 5 DOWEL W/ MIN. 6" MAX & TYP AT EA.LA, _ co CLEAN COMPACTED - I =_ I - _ __ CLEAN COMPACTED _ I J _ z_ EMBED. INTO MAIN CORNER AND COL. W J•.°° • EXTEND REB/` ^a^"= - _ - _ I= FILL @ 95% STANDARD =I I-II= °I =� - 1 FILL @ 95% STANDARD -I I I� - FOOTING W/SIMP. LOCATION FOR WALLS CLEAN COMPACTED DENSITY Z I' DENSITY ( ° _ EPDXY @ 12" O.C. 540" TALL. SEE SEE STEM WALL SPLICE AS RSLAB PER IE FILL @ 95% STANDARD -I I=I ° W 16 = "'" '° . ° .w STEMWALL SCHED. IF WIDTH I CHART THIS SHEET AT EXT. WOO I- DENSITY SEE STEM WALL Q I - SEE STEM WALL - ° WALL IS TALLER. 8" 3" COVER TYP. 8" x 8" THICKENED CHART THIS SHEET ; I i I-= _ - CHART THIS SHEET 1-1 1 (_ 111, 1111 _ _ FOR FOOTING SIZE LOCATIONS: EDGE w/ (1) #5 CONT. FOR FOOTING SIZE - - I I— I - -WIDTH-I I =i AND REINFORCEMENT BARS TO TER -WIDTH _ FOR FOOTING SIZE w/ 3" TYP. COVER AND REINFORCEMENT —I - - -- =III AND REINFORCEMENT - @ SLAB LEVE 1 1 , I l l____t i l___., ,____I KNOCK OUT / THICKENED EDGE @GARAGE DOOR SFO STEM WALL FOOTING @PORCH rSF6�6� STEM WALL @GARAGE STEP DOWN rSFO WOOD COLUMN AT ENTRY BLOCK COUF CONT WHEN 3/4"=1'-0" STEMWALL CONSTRUCTION NOTES 1. VERTICAL REINF. IN SOLID GROUT CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, & @ MAX. SPACING STATED IN SCHEDULE U.N.O. ON FOUNDATION/ DOWEL PLAN 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL. WHEN STEM WALL EXECEEDS 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" v I "rVr I BLOWOUTS/ CRACKS 48" TALL, FIBERMESH CAN NOT BE USED AND #4 TURN WALL IS GREATER BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. THAN 3 COURSE TALL I DURING BACKFILLING EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A ° NOTE: NOTCH IN CONT. STEM WALLI MIN. 4'-0" INTO SLAB / STEM 3 ° TOP (2) #5 x 4'-0" I FOOTING IS NOT TO p F OTING BEYOND CENTERED AT PIPE PVC OR SCH40 SLEEVE 3. IF STEM IS REQ'D TO BE HIGHER, CONTACT ENGINEER OF BE DIRECTLY BELOW = PENETRATION SEE NOTE 7 FOR RECORD PRIOR TO CONSTRUCTION FOR MORE INFO. GIRDER OR �. r °.. °d . _ "� n. � ` CORNER NOTE: FILLED CELL SPACING &FOOTING SIZE COULD ADJACENT TO AN w Q 4MASONRY ° — e a — 4 d q `� SEE PLAN WALL III -I ° I \\ REINFORCEMENT CHANGE. MCD IS NOT RESPONSIBLE FOR ADDITIONAL PENING WITH A I - - o _I CONC. SLAB PER PLAN _ - \\ CONSTRUCTION COSTS DUE TO REVISIONS FOR TALLER GIRDER ABOVE 3 - _ _� - CONC. SLAB PER I - IF W.W.M. IS USED, = I= _ j� \\ STEM WALLS 3' MIN COVER I = I (1) #5 FROM FTG. TO VERIFY WI H -I FOUNDATION PLAN VTIE BEAM MIN. 25" TIE TO #5 CONT. IN =I I = I �\ PLAN VIEW NOTCH CHART - Z _ ==I ( 4 SPLICE GROUT CELL CHAIR BLOCK = =I I INSPECTION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL III_ _ _ - IF STEMWALL TALLER = �- _ CLEANOUTS REQ'D WHEN UNEVEN BACK FILLING IS TAKING PLACE NOTCHED FOOTING @ CONDUIT °° �_— I — • A `° I —I II SOLID PER PLANS „ I I—I -_ °�o THAN 48 #4 TURN _ zU' II FOR STEMWALLS > 40" . IF STEM WALL IS WITH IN 5'-0" OF POOL OR WATER TOP (2) #5 x 4'-0" = I = III=III= I I . BARS REQUIRED 1 1-1 I=I= I - GRADE \\\ 5 FEATURE FOUNDATIONS, CONTACT EOR FOR FURTHER CENTERED AT PIPE PVC OR SCH40 SLEEVE -I� SEE FDN. I_ ° - - - $' _ —,7-77-r REVIEW PENETRATION I I PLAN FOR I- q e ° ° 4 °. ''r. a d = I- _ i SIZE & REINF.° _ ° — — — `_ :,� I= _ — I I- 6. FOUNDATION TO BE CENTERED ON STEMWALL AT ALL d , --I t ° ° —I I — — — — Z TIMES O aq c, d d ..Q PIPE PERPENDICULAR TO FND I �� I_ °� _ I - I I=I I=III= %CLEAN COMPACTED _ d - �_ TOP (2) #5 x 4 -0 I — FILL @ 95 /o STANDARD_ I'' 0 7. WHEN STEM WALLS ARE GREATER THAN 48" TALL. THE __ __ _ _ I = III= CENTERED AT PIPE -� I I - - —I 11=� DENSITY; TERMITE I = I - I= I - :- CONTRACTOR IS TO INSTALL MID -HEIGHT KNOCK OUT PENETRATION PVC OR SCH40 SLEEVE (2) #5 BARS CONT. I =III=) I I=III 111= I ' TREATMENT IN 12" _ ° COURSE WITH (1) #5 HOOK BAR AT ALL CORNERS. HOOK _ —I I I=I I= II_ W/ 3" COVER TYP.; @ 1'-4" MAX. LIFTS 111 == w '" ° I I I— �— I I= _� _ I d 4 a , 2 -STORY CONDITION — BARS TO BE MIN 4'-0" x 4'-0" IN LENGTH. TIE HOOK BARS INTO VERTICALS @ EA. END, POURED SOLID (3) #5 BARS w/ 20" CHAIR FOR REBAR BY _ - _ - -I _ 1—I -III- - I_ WIDE FOOTING BUILDER '' (� SEE F SIZE N I -I = I ° A CLEAN COMPACTED = I 3" COVER TYP. 8. CONTRACTOR TO CONTACT EOR FOR ADVERSE SITE -I I (_ &REINF. = 1 I - I i- I FILL DENSITY %STANDARD SEE SCHEDULE FOR CONDITIONS NOT COVERED WITHIN THIS DETAIL FILLED CELL SPACING - I ° ° AND FOOTING SIZE WIDTW PIPE VERTICAL THRU FDN —III=1 I I =III=III AR'� FOOTING AT INTERIOR BEARING WITH CMU STEM WALL SCHEDULE PIPE PARALLEL TO FND 3/4"=1'-0" 3/4"=1'-0" SANFORD fAR COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I V, ) ISTRUCTURAL ENG: BAD DRAFTING: J _-STRUCT:_.. EA_ QC CHECK: QC JOB No. DWH-2170095 SCALE: AS INDICATED DATE: 1/30/17 S3 J ] Z �.•. U) U ^ 1 W Lu J ~ o °' 0 w�_ < z -E 8 - �U_� Vo00oo-S 7 Z Z I- U)6WzCO c J O J <000L S ')) .- M Qa��o E W Q � U N Q . ] F_ Z Z O O 'W C W O W LL � M E � N M > Ll. � ao D > , J W � 1/ W Q W co OO J = m U W _ 1 J V j W W F-- W ti d. W D W j ) a C4 O � O � N ) ) ISTRUCTURAL ENG: BAD DRAFTING: J _-STRUCT:_.. EA_ QC CHECK: QC JOB No. DWH-2170095 SCALE: AS INDICATED DATE: 1/30/17 S3 II ill 1 111A 11 1' l __ u — CONT. TIE BEAM w/ (1) BRICK BEYOND. WOOD COLUMN PER 4" BRICK w/BRICK TIES #5 REBAR @TOP BRICK SOLDIER COLUMN BASE PLAN SEE FRAMING STAGGERED @ 26" (1) #5 FROM FTG. 70 BRICK SOLDIER W CONNECTOR TO BEAR PLAN FOR REQ'D POST O.C. HORIZ. & 16" O.C. -� (1) #5 FROM FTG. TO TIE BEAM SPLICE TO COURSE FLUSH TO COURSE FLUSH 70 DIRECTLY ONTO SIZE & BASE VERT. `—C Q TIE BEAM SPLICE TO BE MIN. 25" GROUT PORCH & 1 PORCH & 1" z (1) #5 CONT. PER PLAN PROJECTION CONC. SLAB PROJECTION CONNECTION CMU BASE W/ (2) #5 Z 0 CELL SOLID; SEE PLAN LU BE MIN. 25" GROUT w/ 1-1/2" MIN. COVER (2) #5 CONT. PER PLAN r � . ' VERTICAL FILLED PRIVACY WALL SCHEDULE FOR LOCATIONS CAP/ ROWLOCK PER CELL SOLID CONC. SLAB PER w/ 1-1/2" MIN. COVER g ARCHS . i SOLID. SEE ELEV. FOR v) -.... — . V. I" L FOUNDATION PLAN r r . BASE SIZE MASONRY WALL WALL HEIGHT FOUNDATION FOOTING DOWEL SPACING MASONRY WALL CONC. SLAB PER CONC. SLAB PER r : (1) #5 CONTINUOUS @ SEE PLAN (WIDTH x HEIGHT) REINFORCEMENT SEE PLAN 8" FOUNDATION PLAN FOUNDATION PLAN r r TOP OF STEM WALL o a) r PAVERS @ GRADE f PAVERS @ GRADE r r° AROUND PERIMETER 0'-0" to 4'-0" V-8" x V-0" (3) #5's CONTINUOUS 96" O.C. :. '':" a • _ „ _ (2) #5 CONT. w/ 3" OF THICKENED EDGE Z CLEAN COMPACTED CLEAN COMPACTED O _ - "` O e w < COVER TYP. i.tld FLASHING, GROUT O 1 #5 VERT. IN GROUT — 1 #5 VERT. IN GROUT ,;,;: r r Z _ _ r. r SOLID BELOW p DENSITY ° 4'-1" to 6'-0" 2'-0" x 1 -0 (3) #5's CONTINUOUS 72 O.C. �. t. g O.C. MAX. &TYP @ III I - O FILL @ 95 /o STANDARD FILL @ 95% STANDARD FILLED CELL @ 72" FILLED CELL @ 72" — DENSITY O.C. MAX. &TYP @ — I I = I I=I Z g .. ° : WEEP HOLES @ 24" W ( —I I 1 a EA. CORNER & COL. I= — I °. 1„ a — ° °: rip O.C. U')i Q. EA. CORNER &COL _ _ _ GRADE �� GRADE �� LOCATION FOR WALLS - I 4 — w LOCATION FOR WALLS -I I 4 — �_' W — CONC. FTG. SIZE PER 5'-1" to 7'-0" 2'-6" x 1'-4" (3) #5's CONTINUOUS 32" O.C. _ ____ <_40" TALL. SEE =1 1=1 I —I I <_40" TALL. SEE —I I—I I _) 00 ° I I I—d 4 '�� �� ��.° SCHEDULE ONLS O U �. . ° 8" MIN. TYP., . a'f' 8" MIN. TYP., m" _ qtl ° r HEFT U 411— SCHEDULE w/ (3)#5 s STEMWALL SCHED. IF 20" @MASONRY I STEMWALL SCHED. IF 20" @MASONRY j I _ 20„ @ — SD1 FOR REQUIRED O w WALL IS TALLER. WALL IS TALLER. I I —I FOOTING WIDTH AND Z =I I=I = I I I I=I I CONT. AND (1) #5 ON —) I = = I I I =_- I GRADE COL U.N.O. ° ° _ - COL U.N.O. GRADE MASONRY - r. D I _I _ TOP PERP. @ 24 O.C. 71-1 to 9'-0" 3 -0 x 11-41' (3) #5 s CONTINUOUS 24' O.C. I i I= = a _ _ = q _ =I 8" COL. U.N.O. I o� DEPTH GRADE CLEAN COMPACTED —Z =_ I CLEAN COMPACTED = _ — .—z _.. — ° — — 8"x16" CONC. FTG. w/ FILL @ 95% STANDARD -F-: FILL @ 95% STANDARD �' m -I I = I I o _ =III—� = I ° I SEE STEM WALL _I I ,...tea w a — bo ji,_ — _ DENSITY a 4 W DENSITY _ ( #5 s CONT. ON ° [U.- 2) _ _ SCHEDULE ON SHEET L- N = I — = w _ — — -- SEE STEM WALL - SEE STEM WALL -- - D •-� ° I— I —I —I I—III=II—I CHAIRS — — _ — — _ _ SD1 FOR REQUIRE o , I O °. �. -_ I _ _ CHART THIS SHEET � _ -- — = CHART THIS SHEET � = — —.;. ;_.. J --- _... - - ----- -- i FOR FOOTING SIZE I -I I=) =WIDTH I I— I FOR FOOTING SIZE I— — —WIDTH I —_ I VERTICAL DOWEL WIDTH LL —1 WIDTH PER TABLE —) I 1—� 111 -4' — I—� I I- AND REINFORCEMENT —I — — -� I� AND REINFORCEMENT i—I — — =I I (� SPACING T W W •, SF09 PRIVACY WALL FOUNDATION DETAIL SF11 FOUNDATION DETAIL AT PAVERS/ GRADE (SF�13 STEM WALL @ PORCH W/ SOLDIER SF14 STEM WALL @ PORCH W/ SOLDIER & COLUM rSF15 MASONRY COLUNN W/ BRICK VENEER ,o 3/4"=1'-0" 3/4"=11-0f,3/4'=1-0 3/4"=V-0" -0 3/4"=V-01.",o�o®'t® �� 1 ••• IA �C';L°��� o0 O� ("ryya. Z . \® Q U •• ®®®®• �� �'�, p 0 U W CL O 0 U � ZlurOlL6j Q h ''I,P i' l�rj� N ri U �3J o LU o Q ^ O o 0 U c� O z Z p O 0 _ W Q I— U p V ♦ ) I— p 0 U)W J h LL O W ~�� O Q 06 WZH"',�E Q z �"°' U Z C9 Z UOoa� j U) f° O W z_ � W O J 00000: W U) Z= in� Z O H Z z E <nzoo 0 WWpa W C)J Q I— N 0 CN z Z Z O O � O ~ U U LU W O Q Z W LL 7 �. p W w W M � (0 ~ 04 Z M Q J O LL Z Q to ° 3:> W °C p J LL I— p CIDW Q z Q W Y � _ v W W�� ° p J _5 V w LU W IF) LU I-- LU 11"l-- `� °- LL. p U) W L] W _ — � 0 0 0 04 c) < < Go N H STRUCTURAL ENG: BAD Q DRAFTING H z W -STRUCT: EA _ QC CHECK: QC 0 Uj JOB No. DWH-2170095 T SCALE:'- --_- AS INDICATED DATE: 1/30/17 SANFORD S3,1 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. _ CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS d #3 CORNER AS REQ'D INDICATED IN 7 LINTEL,: TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS' ilk .. .tld A. 44 ° e d . •d a °. d e'' CL 4. LL z • e °II I. a °' ' ��: 4 d nl I•Ie 'C14 W a. ZBOTTOM STEEL IN LINTEL IF z INDICATE - SHOULD HOOK INTO ° VERTICAL CELLS PER MD08 • tea._ . . �. _, ROUGH OPENING PER PLAN e TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR Aq • `— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" EA SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE ° � LAP SPLICE BEND 0 LENGTH LAP SPLICE Z U °• . NO ° d T" TYPI Al_ SHEAR WALL SEGMENT d #3 17/8 4' 7 15 ° 41/4 91/4 LINTEL PER PLAN .y •: ' { ':':z : `' i.•" ;"` ' 91/2 e 3 55/8 121/2. 24 #5 TRANSOM OPENING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" EA SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE Z U °• . NO -SHEAR WALL AT OPENING T" TYPI Al_ SHEAR WALL SEGMENT "D„ #3 17/8 41/4 7 15 ° 41/4 91/4 LINTEL PER PLAN .y •: ' { ':':z : `' TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) EA SEE PLAN FOR TOP OF WALL AND LINTEL INFO BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE Z U 11A,1 "B" 11C11 T" IIA,I "B" 11C11 "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 LINTEL PER PLAN .y •: ' { ':':z : `' i.•" ;"` ' 91/2 f - • 3 55/8 121/2. 24 #5 TRANSOM OPENING .•; ' 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 FRAME INFILL AROU 9 13/16 16 1/2 ~ 51/4 913/16 213/4 WINDOW BY BUILDER .:s'..:- �'' SEE DOWEL PLAN FOR .;'.' SEE WF01/SD1 FOR MORE INFO :' ' FILLED CELL INFO. MIN. (1) IS REQ'D ON ^ L•L F- `'•` EITHER SIDE U.N.O. 0 8F8 -OB/1T 8" NOMINAL WIDTH w J(0 :j¢ R z o O 0(00 V w UNFILLED = J Z Q a U) z o E X O (2) 2X8 SYP#2 P.T. HEADER I- '•` TURNED SIDEWAYS. LU Wo�0a o ATTACH TO MASONRY '; •. WALL W/ SIMPSON HU28-2 0 DOOR OR WINDOW OPENING :; :� HANGER @ EA. END. W/ MAX. OPENING 4 FT Q ...'�. (14) 1/4" x 2-3/4" TAPCONS 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z TO MASONRY & (6) 10d ; Z NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) EA GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE Z U 11A,1 "B" 11C11 T" IIA,I "B" 11C11 "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2. 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 ° G 4 U EMBEDDED STANDARD 90° HOOK U STANDARD 180° HOOK #3=2Y2" #4=2Y2" #5=2Y" #6=3 #7=3Y" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W STANDARD LINTELSz 0 .STANDARD LINTEL NOTES DLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81F24 -1113/13F24-013 8F32-1 B / 8F32 -OB W 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 0 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. LU 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END o 3'4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'4" 860 1651/1349 5365/1999 7342/3123 10000 / 4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360/1631 6036 /2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O Z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 p 0 6'-2" 488 991/991 2661,/ 2143 5681 /2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD W T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS to 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. � 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O (� 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY � W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. z Q 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL F512'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 m 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0"0 284/0 950/0 1379/0 1997/0 O — MATERIALS J -- - - 18'-0" 0 211/0 750/0 1177/0 1676/0 LL 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441/0 2, f PRESTRESSED LINTELS = 6000 psi, W_ I I I I I 1 9 1 1 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 9 p ``®�`®11 1/®v �j RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. ®" o ° �# CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB oo'®o o®�lh err W M 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE '� ®��'�� 00 00 2'_8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. = d "t + -� w o 3'-0" 1230/1230 2769/2769 4085/4085 - Q z LINTEL DESIGNATION SCHEDULE 3'-4" 1081 / 920 2769 / 1716 4085 / 2839 % 4X � Q U 4'-4" 846/833 2121 /1716 3127/28390 5'-4C°'�` w " 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT / •o.®®®®®,®®®¢ 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �� .� P(a.0 �a�0®, ", z ❑ T-4" 480/322 1334/1334 1964/1552 - QUANTITY OF #5 REBAR @ Q 8'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY m LL 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8F8-1 B/1 T �— QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. �C 8RF14-1B/1T NOMINAL HEIGHT _ l O (1. `J NOMINAL WIDTH 8F16-1B/1T O 0 O TYPE DESIGNATION o w e 8RF14-OB/1Tz O lib r) ��� Ph',� JI� N O 8F16-0B/1T 1-1/2" CLEAR C6 U o 0 8F20-1B/1T _j LUU...jGROUT LZ. O C 0 #5 REBAR AT TOP MIN. (1) REQ D ¢ o 8F20-0B/1T Q ' CC.M.U. U M 0 LL 8RF22-1B/1T 00 g O ti1G8F24-1BMT z#5 REBAR AT BOTTOM OF LINTEL ZZ''%oCAVITY O vtiti� O 8RF22-0B/1T -� + BOTTOM REINFORCING PROVIDED j 0� Q 7-5/8" ACTUAL IN LINTEL (VARIES) 0 O 8F24-0B/1T 8" NOMINAL WIDTH a m , FILLED ON 8RF301B/1T o � M 0 8F32-1B/1T 1-1/2" CLEAR j o O 8RF30-0B/1T Q 0 T-0" T-0" T-0" LINTEL PLAN ADA REBAR SPLICE DETAIL SCALE: 3/4" = T-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. \4.D We SANFORD a .. R 7 W = _ i W W I— W n. � CL w W — o >0>O0000N >CL o2N STRUCTURAL ENG: BAD DRAFTING: -STRUCT: EA s QC F- z •'' #5 REBAR AT TOP MIN. (1) REQ'D ❑ JOB No. DWH-2170095 Z U SCALE: AS INDICATED DATE: 1130/17 8F32 -0B/1T v ¢ Z C.M.U. Q cn W U O 8F38-1B/1T g ,0 0 Z W p � o ti 8F12 -1B/1T O < °� w z J U O 8F40 -0B/1T r *�I` BOTTOM REINFORCING PROVIDED P: U J Ur Z Q z U O o v) 00 7-5/8" ACTUAL IN LINTEL (VARIES) 0 J ^ L•L F- 0) �N w z_ `O R 0 8F8 -OB/1T 8" NOMINAL WIDTH w J(0 :j¢ R z o O 0(00 V w UNFILLED = J Z Q a U) z o E X O I- W O LU Wo�0a o SAFE LOAD TABLE NOTES U �-c)< 0 M w UF- Q N UN¢ O 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J ; Z b LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ¢ W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. � 16'-0" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. n_ M D 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BYN z *MINIMUM CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF V) SUPPORT. °a -j 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O LL 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z 0 C Q W WALL LEGEND z 11 _j z CO) Q z W Y V� F__ = 9'-4" T.O.M. = INTERIOR/EXTERIOR ~ W BEARING WALLS VERIFY Q HGT. W/ ARCHITECTURAL = m V PLAN U.N.O. OR LINTEL m no LINTEL PLAN ADA REBAR SPLICE DETAIL SCALE: 3/4" = T-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. \4.D We SANFORD a .. R 7 W = _ i W W I— W n. � CL w W — o >0>O0000N >CL o2N STRUCTURAL ENG: BAD DRAFTING: -STRUCT: EA QC CHECK: QC JOB No. DWH-2170095 SCALE: AS INDICATED DATE: 1130/17 S4 B2x12 TOP @ B; T, WALL LEGEND w J Q 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR Z 0 BEARING WALLS VERIFY W HGT. W/ ARCHITECTURAL 0 PLAN U.N.O. OR LINTEL w 0 CV Z O L 00 W W Ly O U z w D J m Q O J LL W W �' ' � a rrl ler► O IV °°° }' up •°°•• �� v0 l+ r4�, oy„ LL 00 4",W * �•�� O:Z_ o Zvi" {�"o O „' J Z • ® Uj O ®till,18111111% Q ❑ Q 2 m Uj CD LU J \ W V O O V • � I z ^ 0',I�6Jl Q F --I r yr1� N M U O W i Q U Q O U d c LL • 0 w O U) 0 • ti�G a F SANFORD L L c oFpAH� L r FIRST F FRAMING- PLAN - NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1,4"=11_011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Z 0 U)q Z 06 CN W Z Iw ''� i. E Qz°1$ i E a ¢oo � $ 101 U) 0 C14 Q 10 N J � _ LLP \ z 0 o LjL G LU .w ) M 1` M i J > LL ) � Q t > O W LL J W Q U)2 i = U J = m U W j W r W 3 I— w ti °- �O N Cr O 00N STRUCTURAL ENG: BAD � DRAFTING: - -STRUCT: EA ---------...._- QC CHECK: QC JOB No. DWH-2170095 SCALE: AS INDICATED DATE: 1/30/17 S5 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (2)12d TOENAILS (2)12d TOENAILS NO UPLIFT MID -SPAN 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/ SP4 W/(6) p(6) 570 If I PT. OT 5-1/4"1 LVL COLUMN. VO 10d x 1-1 -1" NAILS 10d x 12" NAILS 3rd. 7"x7" LVL COLUMN. YO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN BW6 12" SPF SP4 W1(6) 10d x 12 NAILS SP4 W/(6) 10d x 11" NAILS 760 plf 1rd. PT. 3 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664 pif MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 pif 3rd. PT. 3140 3140 10d x 12" NAILS 10d x 12" NAILS (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d BW10 12" SYP (2) 12d TOENAILS (2) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP SP4 W/(6) 10d x *NAILS SP4 W/(6) 10d x 12" NAILS 885 plf MID -SPAN BW12 12" SYP SP4 W1(6) 10d x 12 NAILS SP4 W1(6) 10d x 12 NAILS 885 pif 3rd. PT. BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 11" NAILS 280 pif MID -SPAN 1110 1235 13 @ 32"o.c. @ 3211o.c. 2220 2470 BW14 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 380 pif MID -SPAN STUDS TO BEAM/GT 1235 1235 @ 24"o.c. @ 24"o.c. STUDS TO BEAM/GT 2980 STANDARD BEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING -1" J -BOLTS OR EPDXY ANCHOR @ 7" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE WEITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE FB (2)2X4 SPF #2 BUILT UP STUD COLUMN 8d (3)2X4 SPF #2 BUILT UP STUD COLUMN OC (4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST OP 3-1/2"1 LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. <8>3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"1 LVL COLUMN. VO 5-1/4"1 LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 117/8" LVL COLUMN ZO 5 1/4" X 9 172" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"x22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" ❑META16 1 META20 w/(7) 10d x 11" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12' NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 El HTS20 w/(24)10d x 11" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS LU 5F (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 W (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS H2.5A w/(1 0)8d FRAME TO FRAME 535 600 El MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 Z (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: SIMP. META16 _ ElMGT w/(22)10d $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HTT4 w/(18)16d x 22" NAILS & g" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 11 HTSM16 w/(8)10d NAILS & (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 833pif 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1500 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) EPDXY MIN. 7" EMBEDMENT CMU APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 19 HTT4 w/(18) 16d x 2z' NAILS w 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS =mci (3)HTS20 w/(24)10d x 11' NAILS W 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU W h � 0. LA. 23 BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 - NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS QOc Monona STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) 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. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, 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 HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. 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 THEN (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/SD4 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 LSTA18 ( "�'L LJ C))i3� ��� U °�wp'� C SCALE: TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" H2x10 PLATE TAPCONS U 'q, ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 ZQ TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS W H J ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 Q=O�a TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS LU PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 W JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d )F- O NAILS & (18)4'x24" TAPCONS )LU c LLI Z ON MASONRY: SIMP. META16 _ TO POST: SIMP. HTS20 OR LSTA18 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 M NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 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 _j ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR (2) LSTA18 ON MASONRY: (2) SIMP. META16 85.25x16 (3) 1.75"x16" LVL Q * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL W U. * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d 11 NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. 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) ( "�'L LJ C))i3� ��� U °�wp'� C SCALE: 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) Lu Y J o Z 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) U 'q, 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) ZQ 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) �� ®/'►taaa111111® 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) W H J 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) Q=O�a 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) wo mo- _ ' 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) LU PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH W JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'4" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN1 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 NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY 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. NAILING SCHEDULE FLOOR SHEATHING TO BE 2" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). 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: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LE 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. SANFORD e GENbR W Z 0 �U Q W c V) w J &, d m U O O U � w f� ZQ h� Ihml9l@ N 6Jl M N M U d�3J o w O Z IL U 0 0 U z LL 4 Ll O Z v�0 O o� - 0,0 CL Q i EA ---------------- � QC CHECK: .'" ( "�'L LJ C))i3� ��� U °�wp'� C SCALE: 00 W '- t- " d - ao • Lu Y J o Z U s z� O® = U 'q, W "®•®""•..�°oto I.LI J�o� C:, ZQ ®�,► a` w Z o CL �� ®/'►taaa111111® z 0 � O W H J LL V) w J &, d m U O O U � w f� ZQ h� Ihml9l@ N 6Jl M N M U d�3J o w O Z IL U 0 0 U z LL 4 Ll O Z v�0 O o� - 0,0 CL Q i EA ---------------- � QC CHECK: O DWH-2170095 C SCALE: AS INDICATED F- 0 U U)q W I.LI J�o� C:, ZQ WZ0 LU HM E Z Z z U°o(500&' � O W H J �Ffwz`b 08 cna8 �zo U Q=O�a ,�( W ZQaU)=oE wo mo- _ ' 06 J LU co I_ N J U_ W N a F- W Z 0 )F- O )LU c LLI Z _ i M N C _j V. Q � � J W U. 11 ViWQ C W N OOLU =mci W 5 W r W u h W h � 0. LA. - ,W C�W0 - ;0 QOc O N C STRUCTURAL ENG: BAD = DRAFTING -STRUCT: -------QC EA ---------------- � QC CHECK: C JOB No. DWH-2170095 C SCALE: AS INDICATED DATE: 1/30/17 S5.1 H2x6 CONT. HEADER HEADER W/(2) A34 WALL LEGEND L� 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN - 1/4"= 1 1-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 0r �b r•r r r®� J EXTERIOR FRAME WALL Q 0 SCHEDULE Q� W n li w 'j1- o��t � (DWH) rn LJ 06 wOZV-1r>n E QZ�L > Z UI Z z LU 0 — e wLz� WALLS WITH PLASTER OR STUCCO FINISHES J w -__._ . ___ __ __ _ _ ...__ _------ __-_ WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE LL J W U— I— N LLW04 Ov iH O Z 0 81-011 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX iIj Cr UE�ja� W 0 C14 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX i w z � O �WQ 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX �_ Z OO J o p > 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX W i25 EL j W W EXTERIOR FRAME WALL NOTES o EE ~ ��'~ o U W 2 13 W (� e 0 > 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED O W O 00 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR Z Q N REQUIRED STUD SPACING. J 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS STRUCTURAL ENG: BAD j DRAFTING: & NAILING PATTERN. m -STRUCT: EA { 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE p QC CHECK: QC NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF JOB No. SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0- 2 SCALE: - - — - AS INDICATED - DATE: 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR U - REVIEW OF EXTERIOR STUDS = W 3. 1F WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE I- C=) MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS w 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO Z FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ®', •�� ®•er ®'s M ® d jP ® t.4i 00 • w r V ` Z \"' Z D 2 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND L� 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN - 1/4"= 1 1-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 0r �b r•r r r®� J S5.2 Q 0 J U q^ n li w 'j1- o��t � rn LJ 06 wOZV-1r>n E QZ�L > Z UI Z - IM °oC6 > — e wLz� 1` J cn�zir QOO�d:$ z N zQ¢inZzOE O �oVj LL J W U— I— N LLW04 Ov iH O Z 0 > F- p iIj Cr UE�ja� W S5.2 ) M e 1` N M � C J U. UE�ja� 0 i w � �WQ c W Y to i OO J i =mV > W = j W W LLI Lin ~ ��'~ a W 2 13 W (� e 0 > 0 C4 O 00 �. N STRUCTURAL ENG: BAD j DRAFTING: -STRUCT: EA { QC CHECK: QC JOB No. DWH-2170095 2 SCALE: AS INDICATED - DATE: 1/30/17 S5.2 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL .... .I., ., f.. U.N.O. 05 2x BLK'G. TO O.S.B. •" (1) #5 VERTICAL IN H " 1, GROUT FILLED CELL (IF � .. REQ'D PER PLAN) c f .4 HEADER (SEE PLAN TO MASONRY. AT 7/16" O.S.B. EA. SIDI c ARCH PER ELEV NOTE: SEE MD08 ON 2x BLK'G. TO O.S.B. It' LINTEL PLAN FOR END IL_ 1 ADDIT'L REBAR INFO UPLIFT CONNECTOR VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL --� SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 JAFO�,ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HD@32"O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK 0 COURSE W/ (1 CONT. AF1 KNEEWALL ABOVE MASONRY WALL 3/4"= 1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER BUCK 1/2" J -BOLT w/ 5-1/2" EMBED.CENTERED 2x P.T. NAILER ATTACHED w/ (1) 1/4"x 2-3/4" TAPCONS @ 24" O.C. AMX. & 4" FROM ENDS GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 1/2" DIA. J -BOLT W/ 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 2"x2" WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) 1/2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE 2' J -BOLTS 6" FROM EA. END OF WALL, WALL OPENINGS & AT 32"o.c. MAX. (6" MIN. EMBED.) w/ (2) WASHERS NOTE: 2z" MASONRY NAILS (HAND OR POWER DRIVEN) @ 16"o.c. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT BEARING/ SHEARWALL CONNECTION TO CMU (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 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 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM OR 1/4" x 3-1/2" TITENS w/ WASHERS 6" FROM TOP & BOTTOM & 12" O.C. OTHERWISE X00 OHO ®•0®" V� ®,�lwRMy di PT BASE PLATE J 3/4"=11-0"1/2"=V-011, •t®®t�Uj o' O Poo W SHEATHING PER PLAN , -0 W o SEE TYPICAL HEADER SHEATHING PER PLAN STRUCTURAL -' '` O� Z RAMING DETAILS FOR TYP. TRUSS TO FRAME TYP. TRUSS TO FRAM SHEATHING ® V CONNECTION PER �' ��' Q \DDITONAL TYP. TRUSS TO FRAME CONNECTION PER as ®` `#®: `�: 0 J CONNECTION PER STD. CONNECTOR STD. CONNECTOR VFORMATION NOTES ®0®oa.®0®• ♦ �~ LLI 0 HEADER CAN BE STD. CONNECTOR NOTES FRAME OUT TO BLOCK '® PR e LAST STUD OF NOTES FRAME OUT TO BLOCK ®® �®�®®� Q 0 TITHER UPSET OR EDGE � ®B/1¢11111 O KNEE WALL JOINING (2) 2x PLATE EDGE AS REQ'D >- >OWNSET) FRAME OUT TO BLOCK (2) 2x TOP PLATE _ W UP TO MAIN HOUSE m !x W/ (2) 16d TOE NAILS WALLS SHALL BE EDGE AS REQ'D LAST STUD OF ATTACHED TO MIN. LAST STUD OF (2) 2x #2 SYP SEE PLAN (2) 2x FULL HEIGHT KNEE WALL JOINING I FOR BEAM SIZE (ONLY I KNEE WALL JOINING LU :ACM END WALL STUDS w/ I UP TO MAIN HOUSE I IF OPENING PROVIDED I UP TO MAIN HOUSE a r � 3) 16d COMMON (2)-16d NAILS @ 12 I WALLS SHALL BE PER PLAN) WALLS SHALL BE `•r/ k. JAILS (TYP.) O.C. (2) 2x TOP PLATE ATTACHED TO MIN. I (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. O O FOR BEAM SIZE I (2) 2x FULL HEIGHT p w oj (2) 2x FULL HEIGHT I 1/2 x 8 ANCHOR BOLT I WALL STUDS w@/ z O � . Cn WALL STUDS w/ I OR TITEN HD 32" (2)-16d NAILS 12' `C MIN. 2x4 SPF #2 KNEE I (2)-16d NAILS @ 12 @ I ce U WALL WITH STUDS @ I O.C. I O.C. & 6 FROM EACH O.C. W !x4 SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN I END MIN. 2x4 SPF #2 KNEE W ° 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE WALL w/ STUDS @ 16" Q o O /16" OSB W/ (2) $d SHEATHING ON BOTH I MIN. 2x4 SPF #2 KNEE I 2x PT BOTTOM O.C. w/ STRUCTURAL = JAILS SIDES FROM TOP OF I WALL WITH STUDS @ I PLATE SHEATHING FROM U Z BUILDER FRAME „ rr WALL TO BOTTOM OF RADIUS AS REQ'D 16 O.C. W/ TOP OF WALL TO 0 ¢ /16 OSB EACH SIDE, STRUCTURAL I O ii 5tiG °� N/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER ( PRECAST LINTEL OR ... BOTTOM OF WALL. NAILING SCHEDULE SHEATHING ON BOTH I KNOCK OUT COURSE ATTACHED PER Z Z O SIDE &TOP NAILER ( SIDES FROM TOP OF BUILDER FRAME NAILING SCHEDULE OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS WALL TO BOTTOM OF RADIUS AS REQ'D '' OTHERWISE SP2 CLIPS j O AT BASE ARE BEAM. ATTACHED PER MASONRY WALL AT TOP AND SP1 CLIPS O REQUIRED NAILING SCHEDULE AT BASE ARE REQ'D d Q - W AF0 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL � PRE -CAST LINTEL PER W PLAN I— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " " 2x8 3/16" x 3" 12" O.C. 2 Q Q w 0 U W - SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER 2x BLK'G. TO O.S.B. ARCH PER ELEV H (2) - 8d EACH END IT � END VIEW w/ CMU 11 HEADER (SEE PLAN TO MASONRY. AT 7/16" O.S.B. EA. SIDI ARCH PER ELEV - U' Z UfQ=�0oo=' 2x BLK'G. TO O.S.B. SHEATHING INSTALLED (2) - 8d EACH END END VIEW w/ WOOD NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE 2' J -BOLTS 6" FROM EA. END OF WALL, WALL OPENINGS & AT 32"o.c. MAX. (6" MIN. EMBED.) w/ (2) WASHERS NOTE: 2z" MASONRY NAILS (HAND OR POWER DRIVEN) @ 16"o.c. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT BEARING/ SHEARWALL CONNECTION TO CMU (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 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 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM OR 1/4" x 3-1/2" TITENS w/ WASHERS 6" FROM TOP & BOTTOM & 12" O.C. OTHERWISE X00 OHO ®•0®" V� ®,�lwRMy di PT BASE PLATE J 3/4"=11-0"1/2"=V-011, •t®®t�Uj o' O Poo W SHEATHING PER PLAN , -0 W o SEE TYPICAL HEADER SHEATHING PER PLAN STRUCTURAL -' '` O� Z RAMING DETAILS FOR TYP. TRUSS TO FRAME TYP. TRUSS TO FRAM SHEATHING ® V CONNECTION PER �' ��' Q \DDITONAL TYP. TRUSS TO FRAME CONNECTION PER as ®` `#®: `�: 0 J CONNECTION PER STD. CONNECTOR STD. CONNECTOR VFORMATION NOTES ®0®oa.®0®• ♦ �~ LLI 0 HEADER CAN BE STD. CONNECTOR NOTES FRAME OUT TO BLOCK '® PR e LAST STUD OF NOTES FRAME OUT TO BLOCK ®® �®�®®� Q 0 TITHER UPSET OR EDGE � ®B/1¢11111 O KNEE WALL JOINING (2) 2x PLATE EDGE AS REQ'D >- >OWNSET) FRAME OUT TO BLOCK (2) 2x TOP PLATE _ W UP TO MAIN HOUSE m !x W/ (2) 16d TOE NAILS WALLS SHALL BE EDGE AS REQ'D LAST STUD OF ATTACHED TO MIN. LAST STUD OF (2) 2x #2 SYP SEE PLAN (2) 2x FULL HEIGHT KNEE WALL JOINING I FOR BEAM SIZE (ONLY I KNEE WALL JOINING LU :ACM END WALL STUDS w/ I UP TO MAIN HOUSE I IF OPENING PROVIDED I UP TO MAIN HOUSE a r � 3) 16d COMMON (2)-16d NAILS @ 12 I WALLS SHALL BE PER PLAN) WALLS SHALL BE `•r/ k. JAILS (TYP.) O.C. (2) 2x TOP PLATE ATTACHED TO MIN. I (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. O O FOR BEAM SIZE I (2) 2x FULL HEIGHT p w oj (2) 2x FULL HEIGHT I 1/2 x 8 ANCHOR BOLT I WALL STUDS w@/ z O � . Cn WALL STUDS w/ I OR TITEN HD 32" (2)-16d NAILS 12' `C MIN. 2x4 SPF #2 KNEE I (2)-16d NAILS @ 12 @ I ce U WALL WITH STUDS @ I O.C. I O.C. & 6 FROM EACH O.C. W !x4 SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN I END MIN. 2x4 SPF #2 KNEE W ° 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE WALL w/ STUDS @ 16" Q o O /16" OSB W/ (2) $d SHEATHING ON BOTH I MIN. 2x4 SPF #2 KNEE I 2x PT BOTTOM O.C. w/ STRUCTURAL = JAILS SIDES FROM TOP OF I WALL WITH STUDS @ I PLATE SHEATHING FROM U Z BUILDER FRAME „ rr WALL TO BOTTOM OF RADIUS AS REQ'D 16 O.C. W/ TOP OF WALL TO 0 ¢ /16 OSB EACH SIDE, STRUCTURAL I O ii 5tiG °� N/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER ( PRECAST LINTEL OR ... BOTTOM OF WALL. NAILING SCHEDULE SHEATHING ON BOTH I KNOCK OUT COURSE ATTACHED PER Z Z O SIDE &TOP NAILER ( SIDES FROM TOP OF BUILDER FRAME NAILING SCHEDULE OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS WALL TO BOTTOM OF RADIUS AS REQ'D '' OTHERWISE SP2 CLIPS j O AT BASE ARE BEAM. ATTACHED PER MASONRY WALL AT TOP AND SP1 CLIPS O REQUIRED NAILING SCHEDULE AT BASE ARE REQ'D d Q - W AF0 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL � PRE -CAST LINTEL PER W PLAN I— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " " 2x8 3/16" x 3" 12" O.C. 2 Q Q w 0 U W - �I o 2x BUCK DETAIL„1 IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE I PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN J l � J � � FASTEN PT 2x NAILER N U) Ur W J^ov TO MASONRY. AT SU_ - TO MASONRY NOTES: Z - U' Z UfQ=�0oo=' WOOD WALL SHEATHING INSTALLED GABLE TRUSS LOCATIONS USE J Q00=: m �.. UPLIFT CONNECTOR 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, O LSTA18 OR MTS12 @ (SEE SCHEDULE) (SEE SCHEDULE) 32" O.C. MASONRY WALL EXT. SHEATHING, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM H Z FOR WOOD OR ATTACH PER NAILING MASONRY (GE�OGABLE END AT VALLEY FRAMING ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCKw O W LL W (2) 16d NAILS TO EA, 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, CRICKET AS REQUIRED COMMON TRUSS Q p STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN L a > p THIS CASE. L W LL 11 J 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x O V Cf)W Q W Y N BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" U U) i OO O.C. @ EACH SUCCESSIVE BUCK 0 W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 Uj (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS U W TBD BY BUILDER (FASTENING) ARE MET m i W 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) 1` a �— ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS W O W o _0 ER O O-- N ORD --. _..... __.......... W W W - -STRUCT: EA QC CHECK: QC JOB No. DWH 2170095 SCALE: AS INDICATED �I o 2x BUCK DETAIL„1 IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE I PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN J l � J � � 24" O.C. & EXT. U) Ur W J^ov TO MASONRY. AT SU_ - MAIN SPAN ROOF - U' Z UfQ=�0oo=' WOOD WALL SHEATHING INSTALLED GABLE TRUSS LOCATIONS USE J Q00=: m �.. UPLIFT CONNECTOR PER NAILING PATTERN LSTA18 OR MTS12 @ (SEE SCHEDULE) (SEE SCHEDULE) 32" O.C. MASONRY WALL EXT. SHEATHING, SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR ATTACH PER NAILING MASONRY (GE�OGABLE END AT VALLEY FRAMING SCHED. W LL W (2) 16d NAILS TO EA, ° CRICKET AS REQUIRED COMMON TRUSS Q p MAIN SPAN ROOF TRUSS SIMPSON META16 @ J l � J � � 32" O.C. GABLE TRUSS U) Ur W J^ov TO MASONRY. AT SU_ - MAIN SPAN ROOF - U' Z UfQ=�0oo=' WOOD WALL TRUSS LOCATIONS USE J Q00=: m �.. UPLIFT CONNECTOR UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) (SEE SCHEDULE) 32" O.C. MASONRY WALL O as N SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY (GE�OGABLE END AT VALLEY FRAMING 1If= 1'-0" I \ % 3/4"=1'-01r O2x STUDS @ 16" O.C. FOR KNEEWALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p ti \ OTO TOP CHORDS OF TRUSSES BELOW WHEN r BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. l I D OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW'i 2x PLATES OVER ROOF DECK PER VALLEY H A �� O K FRAMING DETAIL <8> DOUBLE TOP PLATE D B d OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ` C RAFTER l JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ E STRUCTURAL SHEATHING PER PLAN AND ROOF I, FINISH PER ARCHSFIN OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 1 G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" U.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. FO1 DORMER FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" NOT USED Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A, 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W W WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN F MAIN FLOOR ELEV 0'-0" CONC. SLAB ` VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO li I II 1- I PLAN MASONRY WALL PER SEE FOUNDATION __j DETAILS FOR FTG INFO ISO TYPICAL ONE STORY CMU WALL SECTION I� 3SOCIATES, LLC is strictly prohibited. 3/4"=1'-0" � VJ J l � J � � i U) Ur W J^ov > SU_ - j - U' Z UfQ=�0oo=' I— U) W z � c 1 J Q00=: m �.. = Z dQ���uuzz E of LL 00 O as N >H W D -CWiN04 4 . iH W Z p 0 F J W LL W l � J � > M M i J LL ° Q p > p _ W LL 11 J Cf)W Q W Y N i OO J Uj U W i W 1` a �— W O W o a O > CL N ORD STRUCTURAL ENG: BAD �FPAR1�� DRAFTING: - -STRUCT: EA QC CHECK: QC JOB No. DWH 2170095 SCALE: AS INDICATED DATE: 1/30/17 SD1 CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR NAIL GABLE END I FOR ADDITIONAL INFO AS REQ'D I BOTTOM CHORD TO PLATE USING 10d NAILS SIMPSON A23 @ EACH AT 12" O.C. BRACE TO PLATE A35 DIAGONAL TO TRUSS BOT. CHORD H GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. SIMPSON A35 CLIPS @ SIMPSON A35 CLIPS @ OUTLOOKER (MAX. 24" O.C. 24" O.C. PLAN SIMPSON LSTA18 @ SIMPSON LSTA18 @ NOTE: ALL GABLE STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM 48" O.C. AND AT ENDS 48" O.C. AND AT ENDS BRACING IS TO BE = (2)16d NAILS PLT. TO O TOENAILS EA. END U) NAILS, TOENAILED @ PROVIDE 16d NAILS SYP#2 OR BETTER BLOCKS w/8d NAILS @ 6" O.C. GABLE END TRUSS TO ~¢ M 2x TOP PLATE TO I SHEATHING NOT REQ'D EACH END.AT 24" O.C. PLT.@12" O.C. MAX. w Y I SHEATHING NOT REQ'D (TYP.) (END NAIL PLTS. ,4 = U GABLE END W/ 16d 0 U TO BE CONT. @ THE o m NAILS @ 6" O.C. i- O FRAMING FOR FALSE L L CONT. 2x4 TO BE CONT. @THE CMU WALL OR LINTEL a. BEAM, IF REQ'D w/ (3) z \ 2x4 TRANSITION FROM 2x4 DIAGONAL BRACE Z TRANSITION FROM M END NAILS @ EA. BEAM TO GABLE Q WALL TO GABLE \ OUTLOOKER END BAY REQ'D w/ TRUSS THING FASTEN -� TRUSS ZZ W/ (2) 12d END NAILS STRONGBACK, SEE O C� HOLD WALL 3-1/2" \ DOUBLE 2x TOP PLATE CHART V DOWN FOR \ FASTEN SIDE WALL OUTLOOKER TRUSS PER PLAN W NAILS @ EACH/WEBOd BEAM PER PLAN SHEATHING PER PLAN. WHEN CLOSURE WALL EXTERIOR SHEATHING. (1) KINREQ'D (1) KING STUD w/ SOPS. (5) 16d NAILS BRACE Z ATTACH PER PLAN HEADER TO TO BLOCKING a FROM TOP OF WALL SSTA18 STUDS TYP. BASE EXT. SHEATHING; BLOCKING REQ'D @ w SIMPSON H10A CONNECTION SIMPSON H10A ATTACH PER PLAN cow N DIAGONAL TO BEAM DIAGONAL TO TOP BAYS W/ (3) 12d PLATE SHEATHING PER PLAN C TOENAILS EACH END. BEAM CONNECTION FRAME WALL CONNECTION 1/2" x 8" J -BOLT @ 32" �'� CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR NAIL GABLE END I FOR ADDITIONAL INFO AS REQ'D I BOTTOM CHORD TO PLATE USING 10d NAILS SIMPSON A23 @ EACH AT 12" O.C. BRACE TO PLATE A35 DIAGONAL TO TRUSS BOT. CHORD H GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKING @ EA. 3 1/4" HOLD 1/2" J -BOLTS w/ OUTLOOKER (MAX. ROOF SHEATHING PER PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ I END NAILS EA. END STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 2x6 MAX. ATTACHMENT w/ (3) 1 Od = (2)16d NAILS PLT. TO O TOENAILS EA. END U) NAILS, TOENAILED @ PROVIDE 16d NAILS = BLOCKS w/8d NAILS @ 6" O.C. GABLE END TRUSS TO ~¢ M 2x TOP PLATE TO I u EACH END.AT 24" O.C. PLT.@12" O.C. MAX. w Y I ROOF SHEATHING (TYP.) (END NAIL PLTS. ,4 = U GABLE END W/ 16d 0 U V U) o m NAILS @ 6" O.C. i- O FRAMING FOR FALSE L L CONT. 2x4 W CMU WALL OR LINTEL a. BEAM, IF REQ'D w/ (3) z \ 2x4 SIMPSON A35 CLIPS @ BELOW 10d NAILS @ EA. TRUSS 2x4 DIAGONAL BRACE Z 24" O.C. BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' �/ H GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKING @ EA. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN OIL VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ'D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" W �9\ WHERE O.H. IS > V-0", DROP H GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Cc SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF STRONGBACK W/ (2) 2x4 BRACE SHEATHING TO A -A GABLE VERTICAL BRACING 2x6 0 RUN BACK TO p (2)16d NAILS PLT. TO DMMON TRUSS • NAILS, TOENAILED @ (3) 12d TOENAILS. = BLOCKS w/8d NAILS @ 6" O.C. ECT TO DROP � EACH END.AT 24" O.C. WITH H2.5 CLIP. ROOF SHEATHING (TYP.) (END NAIL PLTS. -0" O.H. 0 U V U) QOp�� 8 CONT. 2x4 W z \ 2x4 J_ 2x4 DIAGONAL BRACE Z QQ(nLL M END NAILS @ EA. @ 48" O.C. TO 3RD Q \ OUTLOOKER END BAY REQ'D w/ --- ... THING FASTEN -� \ ZZ W/ (2) 12d END NAILS STRONGBACK, SEE O C� HOLD WALL 3-1/2" \ CHART V DOWN FOR \ GABLE BRACING (+) OUTLOOKER PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE .14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. J Q L U) LU — 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO PROVIDE 2x BLOCKING DIAGONAL —`--- GABLE VERTICAL 2ND 2x4 BRACE IF z x REQ'D, SEE CHART OOKERS @ 24” A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. 45° SEE CHART STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACE TO BLOCKING AF A PROVIDE 2x4 BRACT THING PER PLAN J Q L U) LU W F— Q SIMPSON H1 OA DIAG. cn T- PROVIDE 2x BLOCKING ;E O.H. IS > V-01', T- o END GABLE w/ z FOR NAILING OOKERS @ 24” H Z 0 RUN BACK TO p (2)16d NAILS PLT. TO DMMON TRUSS w NAILS, TOENAILED @ (3) 12d TOENAILS. = a ECT TO DROP LU EACH END.AT 24" O.C. WITH H2.5 CLIP. ROOF SHEATHING (TYP.) (END NAIL PLTS. -0" O.H. 0 U V U) QOp�� 8 O W z � 2x4 J_ 2x FASCIA w (2) 16d Z QQ(nLL M END NAILS @ EA. a 24" O.C. Q INTO BLOCKING, (4) 8d OUTLOOKER END O --- ... THING FASTEN -� SIMPSON H2.5(TYP.) GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) W \ SPLICE AS REQ'D PER PLAN. 16d NAILS. \ .I .I o GABLE BRACING @ 48" PROVIDE 2x BLOCKING U o �'; ®e = 6 O.C. MAX. 45° FROM FOR NAILING°� Q HORIZONTAL (+/- 10) ® °'®•®®..°•®•°° ��Ci w BRACE NOT REQUIRED 6' FROM EAVES. -TRUSS PER PLANLL P®`a�`` = 1111 SEE PLAN FOR SUPPORT AND TIE' r, DOWN OF JACK w PROVIDE BLOCKING TRUSSES d V BETWEEN TRUSS BAYS O2 @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN D w 'of CONNECTION DETAIL FRAME WALL SHOWN; Q ��u�l�g�uy'. ��J1 v FOR REQ'D MAY ALSO BE c„i U yf��3J o CONNECTIONS MASONRY) pq U Z'NOTE: GABLES SPANNINGLESS THAN 8 D NOT REQUIRE BRACING CL C a U Z O O G 4 ZV� �Vo�n�i���, w„0��51 U o (A O Q� CC Qm Ill GABLE END @ FLAT CEILING w/ BOSTON HIP TCR PIG/iUCR J\iPICU. 1 mr-IN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. (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. DOWNFRAME TO DOOR SIM TO WF01 / SD1 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON SHEET S5.1 FOR MORE INFO. FIELD FRAMED VALLEY DETAIL AFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NVNOT USED 1/2"=1'-0" 3/4"=1'-0" 1/2"=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 i L LDI SANFORD10 E u V4 GABLE END BRACING 3/4"=1'-0" SIMPSON H1 OA DIAG. cn y IIIA IUBIt.+ _ PROVIDE 2x BLOCKING � TO BLOCKING� r ° °i • tied ,,.►M' w FOR NAILING W 2x4 BLOCKING (2) 12d ® , °° ,�� �: '�j �- 00 (2)16d NAILS PLT. TO f E w O W M h E J _ NAILS, TOENAILED @ o YCLz STUD TOP & BOTTOM EACH END.AT 24" O.C. Z ROOF SHEATHING (TYP.) (END NAIL PLTS. QOp�� 8 PER PLAN TO STUD) TRUSS PER PLAN 2x FASCIA w (2) 16d Z QQ(nLL DTC CLIP, (2) 8d NAILS END NAILS @ EA. �zuZo WOr¢a 2x4 #2 SYP P.T. INTO BLOCKING, (4) 8d OUTLOOKER u BLOCKING @ 24" O.G. (2) 16d TOE NAILS NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) ZZ W/ (2) 12d END NAILS BRACE TO LEDGER O C� HOLD WALL 3-1/2" @ EACH END V DOWN FOR 2x4 LEDGER DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN W NAILS @ EACH/WEBOd HEADER PER PLAN IF MIN (1) JACK & WHEN CLOSURE WALL EXTERIOR SHEATHING. (1) KINREQ'D (1) KING STUD w/ SOPS. TRUSS PER PLAN IS 3FT OR TALLER - 2x Z ATTACH PER PLAN HEADER TO SYP#2 BOTTOM a FROM TOP OF WALL SSTA18 STUDS TYP. BASE BLOCKING REQ'D @ w TO BOTTOM CONNECTION 24" O.C. MIN (2) TRUSS cow N BAYS W/ (3) 12d 2x8 #2 SPF STUDS AT SHEATHING PER PLAN C TOENAILS EACH END. 16" O.C. 1/2" x 8" J -BOLT @ 32" �'� DTC CLIP, (2) 8d NAILS ATTACH 2x4 LEDGER 7T O.C. AND 6" FROM EA. INTO BLOCKING, (2) W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR ."".p' 3/16" x 2 3/4" TAPCONS EACH STUD PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON W � ANCHOR BOLT OR SIDE OF EA. STUD. META16 MASONRY WALL OR TITEN HD @ 32" O.C. & CENTERED BETWEEN Q LINTEL SEE PLAN 6" FROM EACH END FRAME NDCMU SEE WALL SP WALLSPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2 m V 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, 1 WAY UP HEIGHT OF :5 (4) 8d NAILS TO TOP ] VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ 5 W EACH END (TYP.) u f— W Ln ti CL a 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/ A35 O N CL ON (1) SIDE OF N RAFTER & A35 ON ADJ TRUSS PER PLAN C DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAx. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d 2x6 (MIN.) PLATE THRU END NAILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON ,� -- — SDS SCREWS TO TOP WALL SHEATHING PER ; a LAY 2x4 BLOCKING @ CHORD EACH PLAN LINTEL PER PLAN 24" O.C. OVER THE TRUSS BELOW TOP OF THE BOTTOM FASTEN CONY. 2x 2x WALL, SEE PLAN r CHORD. ATTACH W/ (2) VALLEY RAFTER 10d NAILS @ EACH FRAMING (OR PRE -ENG TRUSS @ 24" O.C. VALLEY TRUSSES) TO 2x PLATE WITH STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA RAFTER TO PLT GABLE BRACING @ 48" PROVIDE 2x BLOCKING U o �'; ®e = 6 O.C. MAX. 45° FROM FOR NAILING°� Q HORIZONTAL (+/- 10) ® °'®•®®..°•®•°° ��Ci w BRACE NOT REQUIRED 6' FROM EAVES. -TRUSS PER PLANLL P®`a�`` = 1111 SEE PLAN FOR SUPPORT AND TIE' r, DOWN OF JACK w PROVIDE BLOCKING TRUSSES d V BETWEEN TRUSS BAYS O2 @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN D w 'of CONNECTION DETAIL FRAME WALL SHOWN; Q ��u�l�g�uy'. ��J1 v FOR REQ'D MAY ALSO BE c„i U yf��3J o CONNECTIONS MASONRY) pq U Z'NOTE: GABLES SPANNINGLESS THAN 8 D NOT REQUIRE BRACING CL C a U Z O O G 4 ZV� �Vo�n�i���, w„0��51 U o (A O Q� CC Qm Ill GABLE END @ FLAT CEILING w/ BOSTON HIP TCR PIG/iUCR J\iPICU. 1 mr-IN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. (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. DOWNFRAME TO DOOR SIM TO WF01 / SD1 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON SHEET S5.1 FOR MORE INFO. FIELD FRAMED VALLEY DETAIL AFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NVNOT USED 1/2"=1'-0" 3/4"=1'-0" 1/2"=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 i L LDI SANFORD10 E SIMPSON H1 OA DIAG. cn y IIIA IUBIt.+ _ J � TO BLOCKING� r ° °i • tied ,,.►M' w W 1 ® , °° ,�� �: '�j �- 00 D W f E w O W M h E J _ W o YCLz <z U9o0� Z GABLE BRACING @ 48" PROVIDE 2x BLOCKING U o �'; ®e = 6 O.C. MAX. 45° FROM FOR NAILING°� Q HORIZONTAL (+/- 10) ® °'®•®®..°•®•°° ��Ci w BRACE NOT REQUIRED 6' FROM EAVES. -TRUSS PER PLANLL P®`a�`` = 1111 SEE PLAN FOR SUPPORT AND TIE' r, DOWN OF JACK w PROVIDE BLOCKING TRUSSES d V BETWEEN TRUSS BAYS O2 @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN D w 'of CONNECTION DETAIL FRAME WALL SHOWN; Q ��u�l�g�uy'. ��J1 v FOR REQ'D MAY ALSO BE c„i U yf��3J o CONNECTIONS MASONRY) pq U Z'NOTE: GABLES SPANNINGLESS THAN 8 D NOT REQUIRE BRACING CL C a U Z O O G 4 ZV� �Vo�n�i���, w„0��51 U o (A O Q� CC Qm Ill GABLE END @ FLAT CEILING w/ BOSTON HIP TCR PIG/iUCR J\iPICU. 1 mr-IN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. (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. DOWNFRAME TO DOOR SIM TO WF01 / SD1 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON SHEET S5.1 FOR MORE INFO. FIELD FRAMED VALLEY DETAIL AFO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NVNOT USED 1/2"=1'-0" 3/4"=1'-0" 1/2"=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 i L LDI SANFORD10 E 9 I STRUCTURAL ENG: BAD J DRAFTING: '--STRUCT: EA QC CHECK: QC JOB No. DWH-2170095 CSCALE: AS INDICATED DATE: 1/30/17 SD2 C J � W 1 D W f E w O W M h E J _ W <z U9o0� Z QOp�� 8 u J u) - B CO Z QQ(nLL �zuZo WOr¢a 0 cn u t ' ' WH N - W C'j J ZZ O C� W 2 V [ W W ] U5 N C J U- � = W � 1� J W Q c W V) 00 W 2 m V W 1 :5 V ] J J W 5 W u f— W Ln ti CL a u)C]W� a� O N CL .40000 N C 9 I STRUCTURAL ENG: BAD J DRAFTING: '--STRUCT: EA QC CHECK: QC JOB No. DWH-2170095 CSCALE: AS INDICATED DATE: 1/30/17 SD2 jI - i I. 111 I L I H - LL J-_ 1 TOP PLATE TRANSITION 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 NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 21 /2" ❑ z W 1 1/2" w N (V N N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. O AT CORNER SIDE z _ U NAIL BOTTOM PLATE z IL TO CORNER STUD Q 00 PACK w/ (4) 10d NAILS a) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE (D z_ U a 00 C C C C 0 z coa i EDGE DISTANCE PE7.0r L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10dx3" 10d x 3" OPP. SIDE FNCE PER 2x8 STUDS — DOUBLE 2x4 TOP ATTACH 2x STUDS TO NOTE: PIPE OR DUCT W/ — PROVIDE 2x4 ON TOP NAILS ((2) ON EA. SIDE) PLATE LENGTHS MUST BE AT o TYP. AT ALL EXTERIOR PENETRATION OF 2 ROWS 10d @ 3" O.C. (2) 10d NAILS O.C. LEAST 8'-0" LONG. TYP. (SOLID BLOCK W/ 2x6) MORE THAN 50% OF SHEATHING PER PLAN TYP. AT ALL EXTERIOR FRAMING PLAN IIII TOP PLATE WIDTH II II II TOP SPLICE ---�` o = INSTALL SIMPSON 2x4 STUDS PER STUD 1 SHEATHING INSTALLED VERTICALLY. PSPN516Z W/ (12) 16d FRAMING PLAN PLATE • NAILS TYP. TOP & BOT. I�- W + Cqm 3/4"=1'-0" ----- _j__IL__IL --------- SEE TRUSS PLAN FOR DOUBLE 10d @ 3" O.C. U_0 AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) ZZ SYSTEM O7 • — TOP SPLICE " U FLOOR 4'-0" MAX. MORE INFO & . + CONNECTION Cl* TO MASONRY w/ 2x4 PT + v O -1 . w z _j CUT TO FIT ROW OF 8d COMMON NAILS @ 3" O.C. 'A'= NAIL SPACING °) x 2 3/4" TAPCONS @12" OV `SC OPENING SIZE 1 BEYOND SEE PLAN OV SC, 2x4 SYP #2 OR STAGGERED 4 2x4 BEYOND AGAINST .. a � � O NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" MERITAGE SCALE: 3/4"=1'0" �'I ROOF SHEATHING, TOENAILS INTO OTHER <'X� FR�IeTO ROOF SHEATHING, TOP PLATE TRANSITION 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 NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 21 /2" ❑ z W 1 1/2" w N (V N N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. O AT CORNER SIDE z _ U NAIL BOTTOM PLATE z IL TO CORNER STUD Q 00 PACK w/ (4) 10d NAILS a) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE (D z_ U a 00 C C C C 0 z coa i EDGE DISTANCE PE7.0r L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10dx3" 10d x 3" OPP. SIDE FNCE PER 2x8 STUDS — DOUBLE 2x4 TOP ATTACH 2x STUDS TO PLATE TOP PLATE W/ (4) 16d — PROVIDE 2x4 ON TOP NAILS ((2) ON EA. SIDE) OF 2x8 TO BLOCK OUT o TYP. AT ALL EXTERIOR TOP PLATE ATTACH W/ ATTACH 2x STUDS TO CONDITIONS (2) 10d NAILS O.C. TOP PLATE W/ (4) 16d (SOLID BLOCK W/ 2x6) NAILS ((2) ON EA. SIDE) 2x8 STUDS PER SHEATHING PER PLAN TYP. AT ALL EXTERIOR FRAMING PLAN IIII CONDITIONS II II II TOP SPLICE ---�` o = BOTTOM SPLICE OVER CONNECTION EACH END STUD 1 SHEATHING INSTALLED VERTICALLY. DOUBLE 2x8 TOP NAIL SHEATHING AT FRAME WALL BOTTOMPLATE PLATE ++ fiFll)_TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION 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 NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 21 /2" ❑ z W 1 1/2" w N (V N N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. O AT CORNER SIDE z _ U NAIL BOTTOM PLATE z IL TO CORNER STUD Q 00 PACK w/ (4) 10d NAILS a) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE (D z_ U a 00 C C C C 0 z coa i EDGE DISTANCE PE7.0r L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10dx3" 10d x 3" OPP. SIDE FNCE PER CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS — DOUBLE 2x4 TOP JOINT, MAX. 1/8" GAP PLATE 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X — PROVIDE 2x4 ON TOP 2x4 PT LEDGER W/ OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION 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 NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 21 /2" ❑ z W 1 1/2" w N (V N N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. O AT CORNER SIDE z _ U NAIL BOTTOM PLATE z IL TO CORNER STUD Q 00 PACK w/ (4) 10d NAILS a) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE (D z_ U a 00 C C C C 0 z coa i EDGE DISTANCE PE7.0r L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10dx3" 10d x 3" OPP. SIDE FNCE PER SEE PLAN BLOCKING O ERDRIVEN CONTACT CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS SIMPSON LSTA30 W/ JOINT, MAX. 1/8" GAP LU 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X IIII 2x4 PT LEDGER W/ II II II NAILING PER Q > o 2x DBL TOP PLATE MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL @ 6" O.C. 2x12 AT 2x4 BLOCKING PLACED SHEATHING PER PLAN MORE INFO & IIII O.H. SIZE O.H. SIZE II II II NAILS EACH END SHEATHING SPLICE DETAIL o = 0 CONNECTION EACH END BEYOND 2 1 SHEATHING INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOMPLATE 3/8„ ++ I—IL__IL I�- W REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS Cqm 3/4"=1'-0" ----- _j__IL__IL --------- SEE TRUSS PLAN FOR LL z U_0 AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) ZZ SYSTEM O7 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER " U FLOOR 4'-0" MAX. MORE INFO & . + CONNECTION Cl* TO MASONRY w/ 2x4 PT v O -1 . w z _j CUT TO FIT ROW OF 8d COMMON NAILS @ 3" O.C. 'A'= NAIL SPACING °) x 2 3/4" TAPCONS @12" OV `SC OPENING SIZE 1 BEYOND SEE PLAN OV SC, 2x4 SYP #2 OR STAGGERED SHEATHING DIAGRAM EACH VERTICAL .. a � � O NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" MERITAGE SCALE: 3/4"=1'0" �'I ROOF SHEATHING, TOENAILS INTO OTHER <'X� FR�IeTO ROOF SHEATHING, - II I I II II II � o x SEE FLOOR PLAN FOR O.C. TRUSS LINTELS �FR��eTO HGTyOT,�c�SS F�CTh'� FASTEN PER PLAN MORE BRG. WALL INFO II LINTEL PER PLAN a O � O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" U.N.O. FASTEN PER PLAN 3 SSS @ 24" O.C. w/ EXT. ' V± — — — III 11---il—–11 t------- -- az= @3"O.C. _ _ p Oy Oti 2x6 #2 SYP P.T. CONT. i III III I I I I I WALL SHEATHING O = ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. ° ° w/ (2) 1J4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x4 FRAMING @ 24" NAILING & ,. III III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8' g U.N.O. ON PLANS A 1/2" (4) 12d NAILS EACH 2x4 FRAMING @ 24" O.C. MAX. SPACED EVENLY J_j0 SPACED EVENLY III OPENING III I I I I I I 4 SPACE BETWEEN W w w w � O STAGGER ALL VERT: PANEL JOINTS & NAIL W/ 8d COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. j W PROVIDE (4) 10d x 3" 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) W III III II III 3 III I I I I I PANELS >- J U) © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4 O.C. TRUSS PER PLAN PROVIDE (4)10d x3 NAILS AT JOINT 2x8 w/ (2) 10d NAILS @ NAILS AT JOINT 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ III TYP. III I I II II �W� �W� _jO HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & STUD PER -ENG TRUSSES PER PLAN POCKET SGD EACH VERTICAL 2x SCAB w/ 10d NAILS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY III AROUND III II II II 2x STUDS BEYOND, "- O ATTACHMENT BY BOTTOM SHEATHING SPLICE, �. BUILDER @ 4 O.C. BUILDER BUILDER F1 SECTION @DOUBLE BEARING fiF�lSTEP @BEARING FRAME WALL OPENING III III II II I SEE PLAN FOR MORE "- (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION -STRUCT: EA PER -ENG TRUSSES QC CHECK: QC c� INFO w z Q wVERTICAL O - MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA III — — — III II II I GYPSUM WALLBOARD SEE PLAN BLOCKING O ERDRIVEN CONTACT CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS SIMPSON LSTA30 W/ JOINT, MAX. 1/8" GAP LU 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X IIII 2x4 PT LEDGER W/ II II II NAILING PER Q > o SCHEDULE I I II IIII @ 6" O.C. 2x12 AT 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR MORE INFO & IIII O.H. SIZE O.H. SIZE II II II NAILS EACH END SHEATHING SPLICE DETAIL o = 0 CONNECTION EACH END I I II IIII NAILING SCHEDULE & @ EACH STUD JU_ 0 ++ I—IL__IL I�- W REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS Cqm 3/4"=1'-0" ----- _j__IL__IL --------- SEE TRUSS PLAN FOR 0 U_0 2x8 #2 SPF VERTICAL ZZ SYSTEM O7 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER " U FLOOR 4'-0" MAX. MORE INFO & . + CONNECTION Cl* TO MASONRY w/ 2x4 PT 16" O.C. MAX. CUT TO FIT 2x BOTTOM PLATE x x 2 3/4" TAPCONS @12" CONNECTION + OPENING SIZE 1 BEYOND SEE PLAN USE (3) SCREWS/ 2x4 SYP #2 OR STAGGERED SHEATHING DIAGRAM EACH VERTICAL .. a WR'EXTERIOR SHEATHING SCHEDULE ' PLAN FOR STUD SIZE & MERITAGE SCALE: 3/4"=1'0" SHINGLE ONLY i i TRANSOM BETWEEN SEE PLAN BLOCKING O ERDRIVEN CONTACT CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS SIMPSON LSTA30 W/ JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X 2x4 #2 SPF 2x4 PT LEDGER W/ Z NAILING PER 2x4 LEDGER W/ (2) 16d 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 01 NAILS @ 16" O.C. SEE TRUSS PLAN FOR SCHEDULE O.C. PLAN @ 6" O.C. 2x12 AT 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR MORE INFO & FLATWISE (2) 16d O.H. SIZE O.H. SIZE FRAMING PLAN FOR NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL fiF 1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF CONNECTION EACH END NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILING SCHEDULE & @ EACH STUD NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE UO0(D00 ++ X x STRAP AROUND W REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 2x12 BOX HDR w/ 2x8's 3/4"=1'-0" EACH END EOR FOR REVIEW OF EXTERIOR STUDS SEE TRUSS PLAN FOR SEE PLAN FOR TOP & BOT., 2x8 TO V VJ SIMPSON LSTA30 W/ ROOF SHEATHING, 2x12 w/ 10d X 3" NAILS 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X 2x4 #2 SPF 2x4 #2 SPF Z NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. z @ 6" O.C. 2x12 AT DOUBLE TOP PLATE SHEATHING PER A MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONDITIONS @ TILE ROOF FRAMING PLAN FOR SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END 2x4 SYP #2 LEDGER. NAILING SCHEDULE & @ EACH STUD 12d NAILS @ EACH END UO0(D00 ++ X x STRAP AROUND W LINTEL w/ (2)ROWS OF 2x12 BOX HDR w/ 2x8's `+ ' (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SEE PLAN FOR TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL ZZ 1/4" x 4" TAPCONS @ PRE-ENGINEEREDP VJ SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X @ 24" O.C. w/ EXT. 2x4 #2 SPF Z TO GABLE END STUDS w/ (2) 1/4" X 3'/" ROOF TRUSS - SEE / (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING PER A BLOCKING @ 24" O.C. CONDITIONS @ TILE ROOF FRAMING PLAN FOR 12 CORNER CONDITIONS WALL TO PRECAST 2x4 SYP #2 LEDGER. NAILING SCHEDULE & w/ (2) 16d END NAILS TO STUDS OR BEAM w/ UO0(D00 SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF `+ ' (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SEE PLAN FOR NAIL PER PLAN TALLER STUD) w/ (2) 1/4" X 3%" SIMPS. 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER 4'-0" MAX. MORE INFO & . + CONNECTION Cl* TO MASONRY w/ 2x4 PT 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @x x x 2 3/4" TAPCONS @12" CONNECTION + 2x BRG WALL, SEE z USE (3) SCREWS/ 2x4 SYP #2 OR STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL .. a ROOF ' PLAN FOR STUD SIZE & DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY i i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL - SPACING. MIN (2) 2x � SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL 2x8 #2 SPF VERTICAL PER PLAN U.N.O. 3 W @ 24" O.C. w/ EXT. ' V± 2x6 #2 SYP P.T. CONT. i 2x6 #2 SYP P.T. CONT. •dSHEATH NG PER ISCHEDULE 2x BLOCKING 0J w/ (2) 1J4" x 3 1/2" w/ (2) 1/4" x 3 1/2" = NAILING & ,. (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH SIMPSON LSTA24 EACH SPACED EVENLY J_j0 SPACED EVENLY TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY j W W 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) W Ln a 2x6 5 H PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x �W� �W� STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER F1 SECTION @DOUBLE BEARING fiF�lSTEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER 3/4"=1'-0" 1 BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE L— a I d a SEE FOUNDATION PLAN FOR ADDITIONAL _L_ 3 INFO SIDE VIEW @ BASE OF POST (CDO CORNER COLUMN FRAMING �/ VJ 2x6 S7P #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; Z TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. USE (3) SCREWS/TAPCONS FOR ALL CONDITIONS @ TILE ROOF 12 SEE PLAN 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP TO STUDS OR BEAM w/ UO0(D00 SHEATHING PER PLAN (2) 1/4" X 4%" SIMPS. (4) 10d NAILS FOR SDS SCREWS @ 16" CONV: FRAMED O.C. MAX.; MEMBERS ONLY TO GABLE END STUDS Q� w/ (2) 1/4" X 3%" SIMPS. zZ QW¢o N SDS SCREWS @ 16" 4'-0" MAX. O.C. MAX.; Cl* TO MASONRY w/ 2x4 PT FASCIA PER SYP #2 LEDGER w/ 1/4" WLQL COMMUNITY SPECS x 2 3/4" TAPCONS @12" W N J LL N Q O.C. z USE (3) SCREWS/ 2x4 SYP #2 OR TAPCONS FOR ALL PRE-ENGINEERED CONDITIONS @ TILE ROOF TRUSSES @ 24" ROOF O.C. MAX. ) DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY rSDO1 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" W a LU W LLGO � ` `�► u t tip cel co S co lo CC °Qyn e v O O Y ROOF SHEATHING, w. .®° a`� p =, FASTEN PER PLAN _ t ®® I- \ * Bj Q 91111 1%%% z ❑ Q } 0 X ;, U_ U) 2x4 #2 SYP CONT. w/ (2) J 16d COMMON NAILS CL EA. STUD OR TRUSS O MEMBER, TYP. (MAX. L) 24" O.C.). IF MASONRY, ❑ USE (2) 1/4" TAPCONS Q w/ MIN. 2" EMBED. @M U o 24" O.C. w MM z TRUSS PER PLAN = F-�-� a o O U_ p 4 O U �gtiG ami WOOD/MASONRY 0Z �tti��0 WALL OR TRUSS, SEE U) PLAN (TRUSS SHOWN) O O .... Q CL' CL LU 1-1/2"=1'-0" U 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" 1/2"=1'-01. 3/4"=1'-0" I \"_/ 1/2"=1'-0" I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ING SANF=ORD � I ARI IL I VJ Z W ti WzuE Q Z V) U_ Cn > M Z UO0(D00 � J cn�z�o8 J aroUO) SA Q� zZ QW¢o N Cl* WLQL J W N J LL N Q W z r z U W 0 ) V Q C W - W � M N Cl* J LLC Q p - � WLL LL 11 Z 3 W C W V± i 0J = m V J_j0 j W W W Ln a 5 H LA. �W� �W� .0 c STRUCTURAL ENG: BAD CDRAFTING: -STRUCT: EA QC CHECK: QC - - ---- i JOB No. DWH-2170095 - SCALE: AS INDICATED DATE: 1 /30/17 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @:2T O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING P1101011 SEE PLAN A ffmaa"!� SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER - PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN r ., T. FIN. FLR. 0'-0" GRADE NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED NOTE: TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS - SEE STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO CONNECTIONS REQ'D # OF STUDS TRANSFER LATERAL LOADS FUS \StiFFr NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS - SOLID SHEATHING @ i-- SOLID SHEATHING @ HEADER N - SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d o'<S x1-1/2" @ 24" O.C. (USE PER PLAN ATTACHE SP6 @ 2x6 STUDS & DOUBLE 2x TOP PLATE SP8 @ 2x8 STUDS) STRAP (MAX 10° SCHEDULE, ANGLE) W/ (22) 10d DOUBLE 2x TOP PLATE NAILS. BEND STRAP U.N.O. ON PLAN OVER TOP PLATE MIN. TYPICAL TRUSS TO 3", THEN RUNDOWN - HEADER - SEE 2ND FACE OF JAMB STUDS/ 2x BOTTOM PLATE HEADER HEADER SIZE & REQ'D U 2x BOTTOM PLATE � W EXTERIOR SHEATHING FRAME CONNECTION. FROM TOP OF WALL - IF HEADER IS UPSET 3/4" FLOOR SHEATHING AND WINDOW IS PER PLAN LOWER: (1) 2x SILL 3/4" FLOOR SHEATHING PLATE w/ (2) 10d 0 TOENAILS. EXT. SEE STANDARD HEADER OPENINGS LESS THAN 4FT:(1) 2x cn�z o $ <000—t3a SILL PLATE w/ (2) 10d ATTACHED PER TOENAILS. OPENING LARGER THAN 4FT: (2) ATTACHED PER 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS CONNECTOR NOTESNAILING TO O AND WINDOW IS 'w W SCHEDULE %� W PLATE w/ (2) 10d NAILING SCHEDULE SIMPSON LSTA30 Z O O HEADER OPENINGS a LESS THAN 4FT:(1) 2x off" SILL PLATE w/ (2) 10d N J TOENAILS. OPENING 11 LU LARGER THAN 4FT: (2) STRAP (MAX 10° •` 2x SILL PLATE w/ A35 =� CO W Q C W Vi i ANGLE) W/ (22) 10d 50 REFER TO PLAN FOR LU = m V NAILS. BEND STRAP W = BUILT-UP COLUMN SIMP. HTT4 J J V OVER TOP PLATE MIN. W INFO. w/(18) 16d x 22" NAILS 3", THEN RUN DOWN TO POST (U.N.O. ON LU N ) ; a FACE OF JAMB STUDS/ Q O PRE -ENG. FLOOR FRAMING PLAN) & $" EL N SANFORD HEADER A. SYSTEM - IF NO FLOOR STRUCTURAL ENG: BAD DRAFTING: _-STRUCT----EA _..... --.__ QC CHECK QC --- ._..-_ i JOB No. SYSTEM INSTALL ALL THREAD w/7" MIN. SCALE: AS INDICATED DATE: 1/30/17 EXTERIOR SHEATHING KNEEWALL & PROVIDE EMBEDMENT INTO TIE (1) SIMPSON LSTA30 FROM TOP OF WALL SOLID BLOCKING BEAM USING SIMP. SET STRAP W/ (22) 10d FLOOR TRUSS SEE TO BOT. RIBBON, NAIL. UNDER COLUMN EPDXY \ FLOOR TRUSS PER NAILS, WITH EQUAL FRAMING PLAN FOR PER PLAN YYYYYI ABOVE PROVIDE SOLID PLAN END LENGTHS OVER COLUMN ABOVE AND CONNECTION INFO.. (2) 2x SILL AT WINDOW BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR BEAM/GIRDER BELOW.w/ FLOOR GIRDER OR 2x CRIPPLE STUDS OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d PLAN FOR MORE INFO NAILS @ 8" O.C. THEN MSTC40 POST ABV. TO STUDS @ 16" O.C. POST BELOW U.N.O. SO TYPICAL GIRDER COL. CONNECTION fis'o TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/ (2) 1od DBL. TOP PLATE PROVIDE SOLID BLOCKING WITHIN FLR. 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END HDR. PER PLAN OF SILL (MAX OPEN'G SYSTEM TO MATCH WIDTH 4'-0"). USE A35 COL. DIMENSION 2x 2ND FLOOR STUDS CLIP AT EA. END FOR MIN 2x4 SPF #2 STUDS REFER TO PLAN FOR SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER @ 16" O.C. SEE PLAN BUILT-UP COLUMN STRAPS CENTERED @ THAN 4' BUT LESS FOR MORE INFO. INFO. FLOOR W/ (14) 10d THAN 6' BEARING WALL PER A SEE FLOOR FRAMING A NAILS INT. FINISH PER PLANSIMP. PLAN BEYOND PLAN FOR FLOOR HTT4 COLUMNS SYSTEM INFO. w/ 18 10d x 2�" NAILS ( ) 2 TO POST (U.N.O. ON 2x BOTTOM PLATE w/ MID -HEIGHT BLOCKING ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) & 8" (2) 12d AT 12" O.C. PER BEARING WALL ON LSTA18 (2) 16d NAILS @ 6" O.C. DT 3/4" FLOOR SHEATHING SCHEDULE STRAPS CENTERED @ EMBEDMENT NTO TIE ATTACHED PER BEAM USING SIMP SET FUS \StiFFr NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS - SOLID SHEATHING @ i-- SOLID SHEATHING @ HEADER N - SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d o'<S x1-1/2" @ 24" O.C. (USE PER PLAN ATTACHE SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP8 @ 2x8 STUDS) STRAP (MAX 10° SCHEDULE, ANGLE) W/ (22) 10d - (2) 2x SPF TOP PLATE NAILS. BEND STRAP U.N.O. ON PLAN OVER TOP PLATE MIN. Lo 3", THEN RUNDOWN - HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D U JAMB STUDS � W EXTERIOR SHEATHING z FROM TOP OF WALL - IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN LOWER: (1) 2x SILL i PLATE w/ (2) 10d 0 TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x cn�z o $ <000—t3a SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS CRIPPLES @ 16" 0 C TO iT HEADER N SIMPSON SP4 w/ (6) 10d o'<S z PER PLAN ATTACHE x1-1/2" @ 24" O.C. (USE H z HEFT SP6 @ 2x6 STUDS & SCHEDULE, O SP8 @ 2x8 STUDS) @48" O.C. W/ (2) 12, TOP OF TOP PLATE TO TOENAILS EACH EN Lo CL (2) 2x SPF TOP PLATE Uj PLAN U.N.O. ON PLAN O U HEADER - SEE 2ND � W PLAN FOR MIN. z FLOOR HEADER SIZE & REQ'D p BOTTOM PLATE, SLIT JAMB STUDS J i ACCOMMODATE 0 0�Lk� m J U) cn�z o $ <000—t3a � 0 ' 0 - Q¢ zoE p d IF HEADER IS UPSET - O AND WINDOW IS 'w W LOWER: (1) 2x SILL %� W PLATE w/ (2) 10d . J TOENAILS, EXT.` Z O O HEADER OPENINGS a LESS THAN 4FT:(1) 2x off" SILL PLATE w/ (2) 10d N J TOENAILS. OPENING 11 LU LARGER THAN 4FT: (2) •` 2x SILL PLATE w/ A35 =� CO 11111116, _ +►. __� ,o••o®® �'®i iI W �v ,y °°• �i D- 00 Ld O ®.. J Z AT EA. END NAILED .� ¢ a' U w/ (2) 10d TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x ''� z < Q J CRIPPLES 16" O.C. ° T&B (PLYWOOD NAILS @ 8" O.C. THEN @ •. ,• �`% W Q SHEATHING REQ'D STUDS @ 16 O.C. w/ (2) 10d TOENAILS C3• '•Y •• �, p T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD J ro °°°°p�Ot�e`eo°, - SEPARATE SHEATHING TOE NAILS AT EA. END SHEATHING REQ'D Q /®®r/ll"Ill���i� O UNDER WINDOW OF SILL (MAX OPEN'G T&B) H ia" WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR w COLUMN BASE ( ) OPENINGS GREATER FLOOR w/ 14 10d THAN 4' BUT LESS V NAILING SCHEDULE NAILS CALIFORNIA CORNER A -A CONNECTION PER (2) SIMPSON LSTA18 EPDXY / THAN 6' O o FLOOR TRUSSES SEE PLAN STRAPS CENTERED @ U (2) SIMPSON META16 FLOOR W/ 14 10d SIMPSON LSTA30 w/ ❑ w hof PLAN FOR DEPTH AND FLOOR TRUSS TO ( ) 2x TOP &BOT. z ^ O zy ch DIRECTION REFER TOz T a°,r, N MASONRY WALL NAILS (11) 10d TO STUDS RIBBONS, CONT. �1�1��' �"�� FOUNDATION PLAN 3 2x STUD PACK ABOVE PLATE U.N.O. rS U I"I �3� o ' FOR FTG. O NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED ATTACH 2x STUDS W/ BARRIER (FELT PAPER h PER NAILING 2 16d NAILS @ 6" O.C. OR SIM IS PROVIDED SCHEDULE; PROVIDE O (4) 2x STUDS SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER ( ) BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH / 8 FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD3 ATTACHED PER DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12dSPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12" O.C. (2 BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH 4 1 J4 PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN END 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS, 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE r SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN •. SHEATHING TO PLAN ... MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU WALL DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION69� CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION LU MM O z SEE FRAMING PLAN Q W U o 0 FOR FLOOR _ CONNECTION Ow ZO 4 E V z G FLOOR GRIDER OR - BEAM � � 0 � Q tL Q m u.i HEADER CONNECTION @ 2nd FLOOR HIGH BM SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. STRAP FLOOR SHEATHING PER PLAN ATTACHE SHEATHING PER PLAN PER NAILING ATTACH PER NAILING SCHEDULE SCHEDULE, 2x4 #2 SYP BLOCKIP CONTINUOUS FROM @48" O.C. W/ (2) 12, TOP OF TOP PLATE TO TOENAILS EACH EN BOTTOM PLATE. BEAM BELOW W/ (2) BEARING WALL PER 2x4 #2 SYP ANGLE PLAN AGAINST TRUSS DROPPED BEAM PER VERTICAL @ 48" 0.( DOUBLE BOTTOM W/ (3) 12d NAILS EA' PLATE END (2) H5 EA. FLOOR (2) ROWS 8d NAILS @ TRUSS TO DOUBLE BOTTOM PLATE, SLIT Z �y O) FLOOR DECKING TO i ACCOMMODATE ~ SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. STRAP ATTACH TRUSS FLOOR TRUSSES PER ..� BOTTOM CHORD TO W PLAN BEAM BELOW W/ (2) 2x RIBBON OR ROWS 1/4"x3" SDS BLOCKING w/ (4) 16d DROPPED BEAM PER SCREWS @ 12" O.C. OR (3) 16d TOENAILS PLAN MAX. � rn (2) ROWS 8d NAILS @ . 3" O.C. WALL 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SHEATHING TO BOTTOM PLATE PARALLEL TRUSS TO DROPPED BEAM FLOOR SHEATHING PER PLAN ATTACHE PER NAILING SCHEDULE FLOOR TRUSSES PI PLAN SEE CONNECTION SCHEDULE DROPPED BEAM PE 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU PLAN ` (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE PERPENDICULAR TRUSS TO DROPPED BEAM I� ...�....., COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" . W i ..� —j W v J 00:;! �7� % F_'-` �D , W z t-0 LU E � rn . VQ Z �y O) i ~ 0�Lk� 1 J U) cn�z o $ <000—t3a � 0 ' z Q¢ zoE p d - O ¢ fV J 0 W F— ��WNa 0' . J co Z O O > >� N J LL 11 LU . W - _ ..� M 04 � JC ' U_ 0 ao OC > J LL 11 CO W Q C W Vi i 50 LU = m V W = 1 J J V W W LU N ) ; a ���lDbyG Q O 00 EL N SANFORD A. FpAR"�`� STRUCTURAL ENG: BAD DRAFTING: _-STRUCT----EA _..... --.__ QC CHECK QC --- ._..-_ i JOB No. DWH-2170095 SCALE: AS INDICATED DATE: 1/30/17 2x BRG WALL W/ 2x BRG WALL W/ 2x8's MIN. SPF #2 @ 16" SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & O.C. MAX W/ MID POINT SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 BLOCKING (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF ` EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 (2) 2x4 #2 SYP BLO TOENAILS EACH END CONNECTED w/ MTS12 FROM TOP OF WALL TO TRUSS BELOW) 3/4" TAPCONS PER CONT. ADD BLOCKING PLATE ATTACH PER @ SHEATHING SPLICE NAILING SCHEDULE 2x BASE PLATE W/ (2) OR LSTA18 EA. END. SIMPS. SP4 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN LUS26-2 FOR 2PLY 2x8 #2 SYP P.T. SILL LSTA18 STRAPS ARE PLATE w/ 1/2" EPDXY 12d NAILS @ 12" O.C. ANCHOR BOLT OR GIRDER BELOW ATTACHED PER 16" O.C. MAX. & 3" TRUSS PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR Z 2x BLOCKING W/ (2) 12dNAILING FLOOR GIRDER SEE SCHEDULE MASONRY WALL AND O.C. & 3" FROM EACH SEE PLAN FOR BEARING WALL END PLATE 1 1/4" (MIN.) 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP SCREWS FOR 24" O.C. FLOOR TRUSS PER T­'�PLAN FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT PROVIDE 2x4 BRACE a' 16" TALL RAISED HEEL BLOCKING W/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, WINDOW JAMB STUDS USE (4) 10d & (2) 10d INSTEAD OF INDICATED HUC24-2 EACH END, NAILS. UNDER EXTERIOR FLAT STRAP. USE (4) 10d & (2) 10d SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY INTERIOR FLAT STRAP WINDOW JAMBS USE IS STILL REQUIRED AT JAMB STUD CONDITION 2 2x6 w/ HUC26-2. f Y O LOW ROOF TRUSS SEE — LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR SEE ARCHS FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF FURRING AND a CONNECTIONS TRUSS IS CONT. BRG INTERIOR FINISH MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) ( MASONRY WALL PER OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PERP LAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION al RAISED HEEL TRUSS S1 SECTION (a), COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER ALIGN 2ND FLOI STUDS w/ 1 ST F STUDS (2) 2x SPF#2 BAS PLATE.ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 P WF16/SD6 1/2"= 1 '-0" v 1 nCRo MA I MKIUK OMM/A 1 1-11 FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE LCESS(3) SCREWS FOR 24" SIMPSON LUS26. U: LEDGER INTO O.C. LUS26-2 FOR 2PLY TRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN IDRAWINGS— � 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) D03 LEDGER @ OPEN TO BELOW EXT. SHEATHING FROM 3/4"=1'-0" TOP OF WALL TO DBL EXTERIOR SHEATHING BOTTOM PLATE. IF FROM TOP OF WALL SHEATHING IS NOT TO BOTTOM OF SILL CONT. ADD BLOCKING PLATE ATTACH PER @ SHEATHING SPLICE NAILING SCHEDULE W/ (3) 10d TOENAILS (2) 12d TOE NAILS EA. END. SIMPS. SP4 ROOF SHEATHING — @ TOP REQ'D I 1 SIMPSON H2.5 EA. ATTACH PER NAILING ROOF SHEATHING TRUSS SCHEDULE ATTACH PER NAILING I I PRE-ENGINEERED — SCHEDULE TRUSS PER PLAN 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS I2x6 #2 SYP CONT. — (2) 2x TOP PLATE 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING ROOF LINE PLAN FOR MORE INFO. LEDGER W/ (2) Y4"x3-1/2" •° ' LCESS SIMPSON LUS26. USE @ 24" O.C. TO FLOOR BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY 2x8 #2 SYP P.T. SILL LSTA18 STRAPS ARE PLATE w/ 1/2" EPDXY REQ'D FROM STUDS TO ANCHOR BOLT OR GIRDER BELOW VERIFY W/ 16" O.C. MAX. & 3" TRUSS PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR Z J -BOLT W/ MIN. 7" FLOOR GIRDER SEE (TRUSS. TRUSS SHOP FROM EA. END - USE (3) O.C. & 3" FROM EACH SEE PLAN FOR BEARING WALL END PLATE 1 1/4" (MIN.) LOW ROOF TRUSS W/ DRAWINGS SCREWS FOR 24" O.C. / LL PROVIDE 2x4 BRACE a' 16" TALL RAISED HEEL L.— ARCHS TO REQUIREMENTS AF?SECTION @ OPEN TO ABOVE DIAGONAL, FASTEN BOTTOM CHORD V J MINS4) 6d NAILS C) (n Q EXTENSION Z W EA. TRUSS, 24" O.C. Z 0 z 0 F— OPT. TRUSS RECESS LEDGER rt. O16d NIS) TRUSSES PER PLAN M SIMPSON CS18 W USE STUDS BELOW o LLi WALL BRACING @ 48" SEE FRAMING PLAN . W o O.C. MAX. 45° FROM p FOR CONNECTION ------ HORIZONTAL (+/- 10°) LL F2 SECTION @ 2 -STORY BRG.D04 w LEDGER @ LOW ROOF 6' FROM EAVES. EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ARCHS O.C. - SEE FRAMING ROOF LINE PLAN FOR MORE INFO. 2x BASE PLATE W/ 12d 2x4 BLOCKING @ 24" O.C. TO FLOOR BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE PLAN 2x8 #2 SYP P.T. SILL LSTA18 STRAPS ARE PLATE w/ 1/2" EPDXY REQ'D FROM STUDS TO ANCHOR BOLT OR GIRDER BELOW J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR Z J -BOLT W/ MIN. 7" FLOOR GIRDER SEE EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D a , CONT. #5 IN TIE BEAM LL PROVIDE 2x4 BRACE a' EXT. FINISH PER ARCHS 2x STUDS SEE PLAN AF?SECTION @ OPEN TO ABOVE 1-1/2"=1'4" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/)/2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS CONNECTION DETAIL MASONRY WALL PER PLAN O.M. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE -7 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD3 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2)2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFf BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE WINDOW SEE PLAN ---� FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW Q Z Uj W O.C. w/ EXT. SHEATHING ROOF LINE FROM TOP OF WALL TO 2x BASE PLATE W/ 12d BOTTOM OF TRUSS/ @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING LSTA18 STRAPS ARE PLAN FOR MORE INFO REQ'D FROM STUDS TO GIRDER BELOW SEE PLAN FOR SEE LD02/SD3 FOR TRUSS DIRECTION MORE INFO IF & MORE INFO TRUSSES ARE Z FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.M. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE -7 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD3 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2)2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFf BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" I 1\,_� 3/4"=1'-0" I � 3/4"=1'-011 I�Iw I -I SHEATHING CONT. TO (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 111=11-01, (2) 2x SPF TOP 2x #2 SPF STUDS @ 16" Q Z Uj W O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BLOCKS W/ 8d NAILS @ BOTTOM OF TRUSS/ 07 GIRDER SEE PLAN FOR 6" O.C. WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. SEE FLOOR PLAN LSTA18 STRAPS ARE • REQ'D FROM STUDS TO GIRDER BELOW FOR MORE INFO SEE LD02/SD3 FOR MORE INFO IF (5) 16d NAILS BRACE TRUSSES ARE Z PARALLEL TO WALL TO BLOCKING ROOF SHEATHING 0 ATTACHED PER NAILING SCHEDULE STUD U.N.O. J � c1zEo g QooLuv r STA30 HEADER LL PROVIDE 2x4 BRACE La SIMPSON CS18 TO EACH ADJACENT 2x STUDS SEE PLAN ao DIAGONAL, FASTEN O V J TO DIAGONAL W/ (2) C) (n Q SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" I 1\,_� 3/4"=1'-0" I � 3/4"=1'-011 I�Iw I -I SHEATHING CONT. TO (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 111=11-01, (2) 2x SPF TOP VLL 1 VVI°V. 1 L/'l1Y 1 VI\ 1 1 V. 1\LV(. STRAPS TOP & DD1/2" J -BOLTS @ 6" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD WALL &WALL OPENINGS @ 32 o:c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE WASHER SEE BEARING WALL FOR ALT'S (5) 10d NAILS INTO HEADER SEE CHART FOR REQUIRED JACKS / UB KINGS # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL 111=1'-0" ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 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. _ IN 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO Q Z Uj W LL1 < 0 BLOCKS W/ 8d NAILS @ v 07 6" O.C. N (2) 2x HEADER SEE FLOOR PLAN W • z FOR MORE INFO W O 1ul E Q z _ U_ ~ (5) 16d NAILS BRACE Z Z SP4 TOP OF EA. TO BLOCKING Q 0 UwzfO c LLJ STUD U.N.O. J � c1zEo g QooLuv r STA30 HEADER LL PROVIDE 2x4 BRACE La SIMPSON CS18 TO EACH ADJACENT 2x STUDS SEE PLAN ao DIAGONAL, FASTEN O V J TO DIAGONAL W/ (2) C) (n Q 16d NAILS Z W co Z 0 z 0 F— BELOW TRUSSES PER PLAN M SIMPSON CS18 W Q STUDS BELOW o LLi WALL BRACING @ 48" . W o O.C. MAX. 45° FROM p HEADER BELOW ------ HORIZONTAL (+/- 10°) LL BRACE NOT REQUIRED w W 6' FROM EAVES. = r✓ VLL 1 VVI°V. 1 L/'l1Y 1 VI\ 1 1 V. 1\LV(. STRAPS TOP & DD1/2" J -BOLTS @ 6" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD WALL &WALL OPENINGS @ 32 o:c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE WASHER SEE BEARING WALL FOR ALT'S (5) 10d NAILS INTO HEADER SEE CHART FOR REQUIRED JACKS / UB KINGS # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL 111=1'-0" ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 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. _ IN W PLATES U.N.O. U) 07 —� (2) 2x HEADER SEE FLOOR PLAN W • FOR MORE INFO W O 1ul E Q z _ U_ ~ W Z CO SP4 TOP OF EA. Q z UwzfO c STUD U.N.O. J � c1zEo g QooLuv r STA30 HEADER LL Z SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN ao STUDS ABOVE TO 0 0 J STUDS ABOVE ARE W STUDS BELOW Q N LL U N a TO ALIGN W/ STUDS co Z 0 O SIMPSON CS18 F— BELOW STUDS ABOVE TO N SIMPSON CS18 W C W STUDS BELOW o LLi STUDS ABOVE TO . W o U.N.O. HEADER BELOW J J V o W Y 2x SPF BASE 0 W UJ PLATE W ti a W LA. o _ — � ROVIDE SOLID BLOCKING W5: PRE-ENGINEERED 00 ITHIN FLOOR SYSTEM F_ O C4 FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM U) STRUCTURAL ENG: BAD Q DRAFTING H z W -STRUCT: EA QC CHECK: QC __....... _ _. _ _.. _._.. _.. _ -.. --------- _.--- W W JOB No. DWH-2170095 (2) 2x SPF TOP • ; ° PLATES U.N.O. -- -- - DATE: 1/30/17 (2) 2x HEADER B SEE FLOOR PLAN SIMPSON CS18 SD5 FOR MORE INFO STUDS ABOVE' STUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS STA30 BELOW ° HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO A VLL 1 VVI°V. 1 L/'l1Y 1 VI\ 1 1 V. 1\LV(. STRAPS TOP & DD1/2" J -BOLTS @ 6" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD WALL &WALL OPENINGS @ 32 o:c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE WASHER SEE BEARING WALL FOR ALT'S (5) 10d NAILS INTO HEADER SEE CHART FOR REQUIRED JACKS / UB KINGS # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL 111=1'-0" ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 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. _ IN W Z U) 07 —� q Q W � _3 � o 06 W O 1ul E Q z _ U_ ~ W Z CO Q z UwzfO c o Q J � c1zEo g QooLuv r O LL Z ° QQ�ZOE spa ao • 0 0 J W Q N LL U N a ' J F- co Z 0 O F— I.- N W C W o LLi . W o _ 07 CL ~ CO z M o Q J O LL ° z ao >0 W W LL 11 J W o LLi o J J V o W Y 0 W UJ W ti a W LA. o _ — � LU o j W5: 0 N 0c 00 F_ O C4 U) STRUCTURAL ENG: BAD Q DRAFTING H z W -STRUCT: EA QC CHECK: QC __....... _ _. _ _.. _._.. _.. _ -.. --------- _.--- W W JOB No. DWH-2170095 SCALE: AS INDICATED N INC -- -- - DATE: 1/30/17 sANFORD SD5 'DA 0 STA ARD ) 2X12 MIN. (3) 2x SYP #2 STRIN t W/ W STUDS REQ'D @END SIMPSON A34 CLIP TO -j F - Q OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM Z O LEDGER TO STUD W PACK W LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE N STRINGERS W/ UTILIZED AS BLOCKING Z SIMPSON A35 / A34 O CLIP TO FLOOR I= Z SYSTEM & LANDING2xJOISTS @LANDING w 0 FRAMING Z @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER W W z ON EACH SIDE O U � U o p W �t 6" MIN. Z C) C] _J oo M JffllQ p (2) 2x BEAM PER 2xJOIST (P.T. IF O J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO w END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ STRINGERS TO CONNECT TO. BEAM MID SPAN BLOCKING LEDGER w/ (3) 16d TO BEAR DIRECTLY ON TO MATCH JOIST TAILS EA @ 16" O.C. MAX. U_ _ NOT USED W DEPTH W/ (3) 10d STUD ((2) 1/4" Z O ®11111111/In BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" O ®` ®° r BELOW - �- °. W ch O.C. MAX. FOR ifl r �/ * ��'�i` �i� A -A PLAN VIEW q� 90 DEGREE TURN LANDING MASONRY co 10"MIN. �: ,C) �, 0 �.°t W :y o o; _ w SEE SCHEDULE FOR MAX WIDTH OF LANDING S W © o: Z w -j Z 00 0 LqZ Q STUDS REQ'D @ENDq ®� °° ®® °.��`"`° W Q OF LANDING W/ MIN. {6) 3/4" PLYWOOD OR OSB SEE PLAN FOR DEPTH 16d NAILS FROM SHEATHING OVER Q �M' ®�®�o °o•°`® `� Q OF LANDING _ � lily � � � LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION ro NOTES W MID SPAN BLOCKING a TO MATCH JOIST PLYWOOD SHEATHING Z o DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING U SYP #22 STRING R1S W! TOENAILS EACH END IF MASONRYIWALL) GENERAL FLOOR Z NG TO ATTACHED PER 4.4 O 'F�I1�Jf SIMPSON A34 / A35 (D CONSTRUCTION M U Ir''"' ��0 6 CLIP TO FLOOR z NOTES SYSTEM & LANDING 0 16" O.C. W Z B z FRAMING U_ g MAX n. U w BEAM @END OF Q a o 0 O LANDING PER 2 ,►_ 6. SCHEDULE z� o O 0 tilim'a". G�ti51G SEE PLAN FOR OZ z MASONRY WALL OR (!1 O 4' WOOD WALL > z .� SIMPSON A35 d B CONNECTIONS ui MASONRY WALL OR FRAME WALL BEYOND U O 2x BEAM PER 2 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO T END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT p -B CpOC+�+ �+EC SECTION OF p BEAM TO LEDGER p z_ STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d D CROSS S D Q C� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. U) U TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" O � w _j , 4 BUILT UP COLUMNS "" w M E x 3 1/2 TITENS @ 1G" Z J BELOW O.C. MAX. FOR O 06 I- z 0 - STRINGERS $ TO BE F- z . ; LL rn A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) Q KOc NOTCHED AT LANDING O � K � z ~ -r - co SCHEDULE FOR MAX WIDTH OF LANDING w W Q (3) 16d TOENAILS NOT USED Z Z¢ COz z E BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ W O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD zxq (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN N OU (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9'-0" (1) 2x12 (1) 2x8 24 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID-SPANA 61 -0 (2) 2x12 n SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 /`1 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I 2x4 #2 SPF STUDS ATTACHING TO NAILS IIII ? MASONRY WALL) CONT 2x12 STRINGERS ONEIIII LEDGER w/ (3) 16d ON EACH SIDE AND IIII VERTICAL @ 6'-0" NAILS @ 16" O.C. MAX. ONE @ MID -SPAN IIII IIII TO EACH STUD. ((2) 1/4" (!� IIII x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR A35 CONNECTION IIII SCHEDULE @ END OF MASONRY WALL) a O LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) OPENING W/IN CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" h BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 - DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" U (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" N OU (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0." 9'-0" (1) 2x12 (1) 2x8 24 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'4" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9"_01' (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" U 61 -0 (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN - - - --- NOTE: EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _ Q- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE w�1 DflVG' ~ DATE: 1/30/17 (6,T01 GENERAL LANDING & 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ST03 SECTION HAND RAIL W/ FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL cvANFORD (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" =1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FLOOR TRUSSES SCALE: 3/4" =1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. PAIR .UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. O O q a U � Q W Q W Q N OU 3Y-z�'` z p Z 0 SEE ARCH PLAN I I 2x4 CONT. TOP PLATE O OIL MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO U I - STUDS W/ (2) 16d TOE Q LU 2x4 #2 SPF STUDS X X NAILS ? LU VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ (!� O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. ( 24" O.C. W/ (2) 12d a O OPENING W/IN (NOTCHED @ 2x6 � TOENAILS BOTTOM � h HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). - ti KNEEWALL FOR VERTICAL NOTCH SILL AND O Z N M PLYWOOD FLOORING Q J TO ALLOW VERTICAL O LL. 2x L -BRACE W/ 12d Zx6 VERTICAL AND TO SLIDE DOWN TO p D NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Z Q @ ANY OPENING > 0 2x4 CONT. TOP PLATE w W 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE j Z TO TRUSS W/ 3) Y4" x 3" 3 /2° ( TO STUDS W/ (2) 16d Z V)DOUBLE TRUSS PARALLEL TO FLOOR — TOE NAILS Q W SECTION X -X N.T.S. SCREWS 2 V ESIDS QUALOOD LY �_ 0 SPACED/CENTERED IN 2x4 #2 SPF STUDS @ = J 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER m U ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 0 >- m 1 STUDS W1(2)16d TOE32" ATTACHED TO TRUSS ~ W = .� U NAILS �`�` 'Alk BELOW (OTHERWISE w J J Y SEE ARCH PLAN ATTACH W/ (2) 12d Z WW MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) 0 r 2x4 #2 SPF STUDS @ X X W V ~ Li - 24" 24" O.C. W/ 2 12d O � NOTCH FLOOR 2x4 SILL PLATE W/ 2 ( ) 0 W (, 0 TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. w -j W N ACCOMMODATE 2x CONT. BRACE & 10d 0 0 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO Q mrd' coo NOTCH SILL AND 10d NAILS @ 4" O.C. �- FLOOR SHEATHING U N PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS STRUCTURAL ENG: BAD TO SLIDE DOWN TO ( W/ (2) Y4"0" SDS < Q DRAFTING _- _ FACE OF TRUSS SCREWS EQUALLY H SPACED & CENTERED Z -STRUCT: EA ATTACH 2x6 VERTICAL 2x6 VERTICAL AND °OS IN TRUSS w p TO TRUSS W/ (3) YY" x 3° L -BRACE @ 6'-0" O.C. & U) QC CHECK QC JOB No. DWH-2170095 SDS WOOD SCREWS @ ANY OPENING LU BASE PLATE PER FLOOR PLAN - - - --- NOTE: EQUALLY SCALE: AS INDICATED ATTACHED PER PLAN1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _ Q- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE w�1 DflVG' ~ DATE: 1/30/17 (6,T01 GENERAL LANDING & 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ST03 SECTION HAND RAIL W/ FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL cvANFORD (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" =1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FLOOR TRUSSES SCALE: 3/4" =1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. PAIR .UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.