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HomeMy WebLinkAbout4611 Tampico Way 17-852 (a)GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES Q FW- SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A David Weekley Homes Z C) MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING Uj 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. Uj_.- ..:_ _...__._. _ _... _:.._.._ ...._.._._ 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE , PRESERVATIVE WOOD TREATER. REAGAN POINT, LOT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES .. a 35 PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT OF PRESSURE TREATED WOOD. (BORACARE OR SENTRICON BAITING STATIONS) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PREFABRICATED WOOD TRUSSES O DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 4611 TAMPICOWAY F- z SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT w 0 CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 3LO 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF SANFORD, w FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. p 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4%AIR ENTRAINMENT,THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2773 O U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. U 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. A ZASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY LUES. METHODOLOGY FOR LONG SPAN TRUSSES TOMODEL 7499 OORIS 1 IE ELEVATIOi N (D 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE u' WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY m 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 GARAGENORTH 0 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 LL J 5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN 12 BAR DIAMETERS (EXCLUDIN(-. BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF -INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: 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) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN, 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT), BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 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 CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 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 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 IN 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 BUILT UP STUD COLUMN 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/in2 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 RESISTANT 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. 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. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'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 DETS 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 ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ 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 FOR 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 FOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE %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 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREAO O (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,l 5 5 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 ATYPICAL 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 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVI I N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection SANF=0i�"f AFt"���' INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES &COVER PHS UPDATES FS-1 FOUNDATION FORMS PLAN TB-1 TIE BEAM PLAN PLN-1 FLOOR PLAN ELE-1 UTILITY PLAN INT-1 INTERIOR DETIALS INT-2 STAIR SECTION INT-3 CLOSED STAIR SECTION ELV-1 ELEVATIONS ELV-2 ELEVATIONS RFP-1 ROOF PLAN PLTPLN-1 PLOT 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 S6 MODEL SPECIFIC DETAILS 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 6/17/2016 CREATED ELEV. A & B W/ MINOR OPTIONS (ACCUSPAN) EA 2 3/2/2017 UPDATED TO 9'-4" TOP OF MASONRY (ACCUSPAN) AND UPDATED PER NEW MCD STDS AND DETAILS EA w W U_ O U) Z O `®r%91B1r1//t®�4SA � •••ie ••••••®• I,, a 00 �- m 15�"y IV i 0® p J Q �_ ••® •. Z LU J V� \ Q. O U � p w ole O bJ co Q ^ a �ulilil�il4pu,, lyl N rS ~ U LU Z CL a pq " ° LL O i o Z o Q M [- LIJ ui F_ U W co coLJ W p � z U) W v LL O Lu J o O Z O �/ o uj ZO VJ E I- V Q Z-LL� m U J Z U O00to 00 w J <00OV M O cn -- .0 F_ Z� II--Z o Z L< LHO F_ �O ¢a W Q N U W I' u-UNa Q -� Z O U W W U)- = p w .� d g 0 Z Q M O J J 0 p _ LU O " J W Q Uj Z U) I- 2 W Mtq O jp�' oW J� r p JUzO Z 1pDO0 c� W�O.a, ~ ~ ,rr wp # 17-85 Z _._.. UjoWQ� _0�L1Qe- CrQOWto I- U1202W'el I - CO STRUCTURAL ENG: BAD Q DRAFTING: Z w-- -STRUCT. DP - ---- - -- QC CHECK: CC p W JOB No DWH-2170398 2 SCALE. AS INDICATED ~ DATE: 03/22/17 S1 SUBMIT REPORTS TO ARCHITECT AND ENGINEER. (12.7MM) GYPSUM BOARD. 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. ARCHIVE PLAN REVISIONS # BY DATE DESCRIPTION 1. XS 09-07-2016 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION 2. LW 11-4-2016 -REVISED WINDOWS @OWNER'S RETREAT (3) 3-4 5-2 SH 3. LW 12-6-2016 ALL ELEV: - REVISED T.O.M, TO 9'4' ILO 10'-0" REMOVED (1) RISER FROM TOP OF STAIRS - REVISED WINDOW @ KITCHEN WINDOW TO 36X54 FX @ 8'-0" - REVISED TOP OF PLATE ON RP TO 19'-8" PLT. HT. ASR REVISIONS # BY DATE DESCRIPTION 1. XX XX-XX-XXXX COMMENTS HCR (s DESCRIPTION 1.) LIST 2.) LIST 3.) LIST Ln M �m to ■■ N MQti �. W CV M �o z oLLco a `i, •e. /i> AdIlk :� •®•• e®••s Y��iv' fir. o /NJ w s (r� • cn Zip.. ®/%/811111111��` NORTH 7499mA PHS CHRISTIE ORLANDO jil III II I WO 24' - 0" 20'-0" 16' 0" i ro co _ A/C PAD I I 1 1 � I I 1 I I 1 I I I I I I I 1 I 1 1 I I 19'-4" I I I I I I 1 4'-8" I - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - --� I b sj r I I � 1 , I r rn , , ILL 8'-1011 r ELEC. I 1 Lr N i ,,,,,. , , ,�I, I. B I1'� lI If II ' 1! II II I II II p l I 11 Id 1 2'-2" 2' -2' uO M Lo �N O M `''' N ZLL JJ 0 r�� mL 0. n �` 0011111111//0 id y qp' 6'-8 6'-81' .` .� ©� 6' 4" 4' - 4" 13' - 4" � C t o 24' - 01 r 2Q •. Z cn . W c,� Q-'• •�� i tS' •• <G� moo` FIRST FLOOR „1111110 rNORTH 7499-A FS-1 CHRISTIE ORLANDO 74 1 n° jj N 4.� r r- 4� 4� W r M+' Z .r ft L M m - • ■ N z� 10 OF N 0 � M W M e� W N r . d N H M az° z a, CIZ .... L) U. m BEAM SIZE & TYPE 0 .. rrroo�riii® PER ENGINEER Q °®°°®° '!� ®• �/����oe,/ s �^ W to Q ®Q i tr • o i Q o / �••• a `� FIRST FLOOR OC to ►'�s�errr�e� TIE BEAM LEGEND 9-4 T. 0. M. 8-8 T. O. M. NORTH 7499mA TB-1 CHRISTIE ORLANDO 1 24'-011 16'-211 7'-1011 lo 24'-01, 41- 111 4'-011 4'-011 41- 111 (3)3-4 5-2 SH (27'-2 „I N Ill N � �— IIIII' I UTI L a II = II „ri,l Ili Z I Y IIIIII 'i I I lr II / , II IIIII' " I I VENT DRYER9 J ROOF 4V OWNER'S o ITHRU I �( I, , III III 'll`I, I RETREAT I i2.8 r I!i iii IIIII 10-0 CLG ( ll 9i ill r Ili Ili'I'f PER COMM. i'Iil'llIIl l,iuCr�I, !I.';iilI 1510-0L---------x-----17 14 �;,I,Il,l,llI, rI;i,lIl, I�iil, 9-0 I1, 3'86.2" 31.611 61-611 ,12 rd, 11 � r lII,lIIl,l'Il,l N !,wl N Lri iil!II III I. IIIIII II 9 „ 2-6 „!!!! nn ni ;: 5. - Illl 4i III II„ll 'IIIII r it 'VTn, :11 i" W IRIS 8 IIIIII iii!i��i i 11 11 STORAGE SHELF AT 71_g " 111 W ,,, „ !!! ,,,,,,,, , r 111 OWN R'S BAT 5 Ili 'i III ill 4 ,la l Ili I III Iln,ll Ili I Ih 3 UP llll N �, r , C7 _ Ili 41.011 HS CPT I i 42" HIGH GUARDRAIL it o iln In r n „I 28 HIGH WALL W/ CAP & TRIM fi IRIS LOFT I ll zo � 4 11 I � 111 "; Ill. Ili 42 x611 �0 TUB I 4211 11 l v! q WERE ii i;i _ �, , lii lli,III 'Ili,,,,na,;I,,pn!;,;!nlrinn!inunnnm!,iimin lii!nnminni'� :'!iii Ili L(') I III....r.@ III I{' ll 2 N M vZO o 2-8 , lil_ it 1141_Q 4211 011 7'-1011 I!I C77 I III °° BATH 2 HI CPT I 11 3211 �' LI CUT'P'LQF III � N I Ill .......:.... �: r .. 2-6 11ii1i;,1iI —— — R1S IRIS �i 1 Iiili IIIII I „ i — — — — — — — — — 1, 11 — Hi Ill 11 'I' I� III Il, `V1 nin0I (2) 2-0 111 it !— i' Illlii: i(2) 2-0 ,II , r ill iii III Ili 8'-2" 12" 3'-4" 'ill 3'-811 12" 6'-10" iG fo lil ill I;l: III cn III I; BEDRM 2 Ill! I i'i BEDRM 3 r :ii „! n III iil It Ili , T Ill I I Ill . it jl I' Il b ILirli Ill�illi ........ . III 3-0 5-2 SH li 14:r r li Nt 19.111: 'iii Ili //�1 7' - 2" V 1 ,!nnn SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9' - 0" UNLESS NOTED OTHERWISE 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 3/4" HIGH * MAX 1 1/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE 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. WINDOWAND 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 IF.; m� 20'-011 41 -011 2'-0" 16'-0" 2'-011 — LINE OF FLOOR ABOVE 16-0 7-0 GARAGE DOOR A/C PAD �------ 2 CAR I _ llltli IIIII ;IIIII GARAGE {RI'I I IIIII' 9 4 CLG. I � � --- - „!,,, 17 IIIII 15 ------ ll if 14 'hill 1ii IIIII 1811 ------- 13 — IIIIII 12 Il,lil -- __-- 11 IIIII! S IIIII' IIIIII _10----- 9 x 1111 IIIIII - 868 illy 6 I'Ihil IIII IIIIII 'IIIII 5 Ilnn IIIII IIIIII 4 Inn IIIIII nnl IIAI - WH !lllll a:l 1,11 2X6 WALL I lilla IIIIII �,: n i i� i : i ::nlliln nlllil!IIIIIIIIIIIIIII!II!!!Il:nnnnnnuib�nJlil!Illivin^.4n 2.8 iiiiilillillliillilil!Ili: nii:l llP nlli inli llili!I!Iilli , :Irl 2 13'-611 19'-411 4'-811 ol FAMILY DINING 41 II 61- 011 31 - 011 II� N 3'-51/211 2'-10112" - � 1211I i� I � Ili cn ii m KITCHEN PWDR 3-08-0 2' 21' 2' - 2" 0 9-4 SOFFIT 0 DW 8-8 CLG. 7 o 72-- 1800 FX @ 7 .4 I 36x54 FX 8' 0" —LINE OF FLOOR ABOVE — J @ - ' 3' - 2" 3' - 2" 2' 21112' 2" 6' - 8" 6' - 8" 6'-411 4'-411 13'-411 24'-011 0 V Z `Z 0Wa W W V W W m W w J 0 CD Q H W 0 0u Z � cn Lu Q Ua 0C) 0zF Q1uWz W 00 (Lzw(3 N =WwLu O 7co -UCIO WWUJ LU o Z 01=U�If z J W a. o W z U. c i O O O C N .O 0 Has CL c E a"a E ii M0ctoo J c-0 c',O E Ec:c °'r-33 c as O E 'O c L cN= O x y3vic0c= �0c000x C00W. G y� = > E (D .c CL I— 0 cm Rf E cC m 0 r t0 L' 'r - to w 4- m W W W� r N A Ill �N �O M w 00 FIRST FLOOR PLAN SQFT. TOTAL LIVING 1694 1 ST FLOOR 637 2ND FLOOR 1057 ELV. A 14 2 CAR GARAGE 404 A/C 25 SLAB 1080 ISTER PLAN M < r� N H M ui Mz aq o Z CL o.Ole 4 �:,J *assets•• �jr . /� ® 2 d• w CD 0 Z �c L1J tt� w q NORTH 7499mA PLNml CHRISTIE ORLANDO SECOND FLOOR (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) #4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY AMP NEMA 3R PEDESTAL 120/240 VOLT 30 COMBO CIRCUITS MLO O� DISCONECT AND SERVICE BY METER CAN OTHERS AMP NTS (2) # 2/0 XHHW ALUMINUM WIRES > #4 BARE CU TO GROUND (1) # XHHW Z8FT. GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER NTS t t NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS FOOTER STEEL GROUND SHALL COMPLY W/ APPLICABLE PROVISIONS OF (REQUIRED) THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS w/ MOULDING .... 9" A.F.F. TELEPHONE .... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS, VERIFY LOCATIONS @.SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD COACH LT. COACH LT. PREWIRE AT 8" PREWIRE AT 8" AB KDR'P1ER- — — — — — — — — — — — — — - ABV. HDR. PER. ..- — — -,. COMM. SPECS. CONIM. SPECS...- \ �% i a °Ifl 9 \ L------ ------ IN CLc ------- rBULB • Bm I • 2 12x38 TO LIGHT & SWITCH FZ a L_ MUST BE CENTERED ON WALL BLOCK & PRE -WIRE FOR CLG FAN W/ LT / HI ESP i� LT. PER COMM. SPEC. JL / L----------- J FIRST FLOOR IT / SD/CO 4' - 8" LT. ONLY 5'-10" o 6 110V OUTLET STANDARD SWITCH D DOOR BELL Z 12" A.F.F. (U.N.0.) (3 OR 4 WAY AS NOTED) T W GFI GROUND FAULT INTERRUPTOR PROOF AS NOTED) SURFACE MOUNTED LIGHT CHIMES ® DOOR BELL CHIMES V' (WEATHER W 1 6HALF HOT OUTLET (� WALL MOUNTED LIGHT ELEC, 0 PANELBOARD WI CIRCUIT BREAKERS J 220V OUTLET 13 RECESS CAN LIGHT HB HOSE BIB t (36" A.F.F. @ UTILITY) (EYEBALL AS NOTED) VT G S .-I PHONE LINE Q EXHAUST VENT GAS TAP TV SD SMOKE DETECTOR CW HW CABLE TELEVISION (CARBON MONOXIDE AS NOTED) t# COLDMOT WATER SUPPLY - O J o �co �� rr - co N r r a W W CID .P* = N z a A M m LO .. N Z!") � ., m 0 a cV -5 O N H 0 M z J U O 0. IL n Z 0 0 LL Q z W Q w qq to NORTH 7499mA ELEml CHRISTIE ORLANDO CABINET me KITCHEN CABINET OPEN ABOVE W3036 MOULD (TYP.) W3012 W1236 3_ 0 BACKSPLASH PER rnnnnni inuTv LIGHT 0 LIGHT 0 80"x42" MIRROR SPLASH PER FILL SPECS 00 0 �0 VS30 VD18 VS30 SEPARATE TUB &SHOWER O�1 34 1/2" HIGH WALL b 630 B30 ISLAND LIGHT LIGHT 0 34"X38" MIRROR OVAL SPLASH PER MIRROR SPECS 00 VS36 BATH 2 POWDER OPEN TO DINING 341/2" HIGH WALL o 12" � END PANEL OPEN ABOVE '12" SHELF r----- - - - - -- r------ - - - -- � ---- - - - - -- WASHER 1 DRYER UTILITY STORAGE SHELF b co u�d�d'o N N �d HCUQ coE ��E a 00o0.$ E rr� _ o' E - 0=O .19 a) N3rnc°=_ c0=OO°,c 0.- 'v = O O y A 0 N t °cH aa a°'`' .c Q a U O 0 .F - w am E � J N to N � rr W Z -r N .. �Lo . � M Co -8 Lu N N QO N o Z I- M O :. o�� a,Vb o. Z A ".- ti O.� TOM s wMt Cis , �ria��idw►����` NORTH 7499mA INTml CHRISTIE ORLANDO Qc '= J_ Q ci F= 60 STAIR SECTION WI GUARDRAIL Ln M 00 CV c�' M u N MQh a:N cr; r "= N N CV ©z � I—� M44 Z 0 Lz low U.0.co -, : i t s :• NORTH 7499mA lNTm2 CHRISTIE ORLANDO lx BLOCKING 2x12 TREADS — 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER ONE ON EACH SIDE AND DOUBLE @ MID -SPAN 2x4 KICKER PLATE HANDGRIP 11" 1" 10 NOSIN (TYP.) r. 10 -0 11 BALUSTERS— 2x12 TREAD --\ 41?0�FINGER W/ROUTERED EDGES OR PER ING �x�b�T1D5 GYP. BOARD — SOLE PLATE— OR EQUAL WICIRCULAR OR WINDING STAIRS 11" 1" NOSING Y ! loll (TYP.) Q 1 -4" CLG. OPEN STAIR SECTION DETAILS 11" 10" NOSING (TYP.) r: 9 -o 11 HANDGRIP BALUSTER,' LESS THAN 4" 0.( MAXIMUM SPACING rDOOR CASING OR MOULDIN G 3/4" PLYWOOD DECKING 2x12 STAIR HEADER ALTERNA TE STUD WALL SOLE PLATE FIN. FLOOR lx8TRIM BALUSTE 2x BLOCKING FILLER, TRIM TO FIT STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT 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 lx6'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) lxl2 TRIM ROUTER ED ON UPPER SIDE DOD BASE STRINGER OR /CIRCULAR R WINDING STAIRS � c L O v (D Q O C cv .c cu u) w OE a og J O 'O N C>, N E C C 'D 2 -o�c3 C o�(��_ i O . c0OO,c �N C 4) v v 4% v 5 A c0 .r H 0 cb m E O N M m N �Lo ■ M am $ Q N © ro Q N W N 4z I- M Q a Z _„� V LL 0 . [ L CL. Z OC •ot 0 LL :�®Qffi ca, z ® •• • a W w qqt-cn NORTH 7499mA INTm3 CHRISTIE ORLANDO T 7111 FYPON COR7X11S (OR EQ) BRACKET DETAIL SCALE; V = l'-0" 7" 12 12 12 6C7 Q6 6�% N� ASPHALT SHINGLES77 (TYP.) PER SPECS) 12 6 6" FASCIA (TYP.) -- 19'_8"PLATE --- - - - - --- - - - -- -----19'_8"PLATE 4" FRIEZE (TYP.) • - BOARD & BATTEN SIDING W/ 6" TRIM (TYP.) TEXTURED 18"X62" WIDE COATING (TYP.) - SHUTTER , SEE BRACKET DTL ` 9'-4"T.O.M. - - -- - - -- 9'_4"T.O.M_- -- 8"RAISED BAND -- -- ' - - 8" WIDE RAISED 6" RAISED BAND _ - - - SINGLE BAND (TYP.) 18" WIDE BOARD ' - - - SHUTTER (TYP.) 4" WIDE RAISED SINGLE BAND (TYP.) , 00 r \ , -- 0°FI -----ST ------'--- - A.`"-------`�- `-`'--- -- -- \ _- O"FIRST---- _- �o tv q� v °f L L � c E ?' '� E o. _ -0 0 N a °v J ry Hi 4- .rr E G '� p *+ _ ro- t CD E c2 '�N o .�'o�'ooc— = o r, 0 E v a+ o a) H L 0co Jcr— o01S �Q. o0�0t+= — - m �� ;a y+ ' H om E H uj W 2r err., Z -.,. 0 FRONT ELEVATION "A" M NOTE: TEXTURED COATING SMOOTH' SAND FINISH „ m III. NOTE: ALL WINDOWS ARE EQUAL SASH IN Ln 44 M NCB► 12 12 Q6 6 c%4 12 y 6� c MLd ASPHALT SHINGLES Q rr. a PER SPECS wram' -- 19'_8"PLATE ------------ -----=------------- - ------- 19'_8"PLATE Q Z ca_ - ' C LLL, co , - - - - 9'-4"T.O.M. 9' 4"T.O.M�' d✓�• �� �`�.. ro / - - - - - - - - - - "' - - - - - � p• `�. TEXTURED - - -\ _ '`��e►e►►laalle+�� COATING (TYP,) r , r \, t% _ ` \ _r 0" FIRST FLOOR 0"FIRST FLOOR REAR ELEVATION NOW I O c�000c.�c�oo NORTH 7499=A ELVml CHRISTIE ORLANDO 12 6 p� 19' _8" PLATE TEXTURED COATING (TYP.) -- 9'_4"T.0_M_------ __ 0"FIRST FLOOR SIDE ELEVATION 12 6 p' 12 ASPHALT SHINGLES Q6 (TYP.) PER SPECS) 12 r y 'I, ��6 77 19' - 8" PLATE ------------- --------------------------------------19' __8 PLATE _- BOARD & BATTEN _ _ _ _IF _ _ / -` � ' - '. � '� ` - . '` � ; TEXTURED SIDING W/ 6" TRIM - - - - , _ , , _ _ _/ - _ , - , - COATING (TYP.) -- 9'_4"T.0_M_------ - - " _ 4 _ _ _ _ /_ _ _ ' ----- 9 -4 T_0_M_ T- - - - - - - - - - - - - - - i - - - - - - - - - - i ! - - -'. - - - - - - - - - - - - - - - -� - - - -i- - � - .._ - - - - � - ; .... - -,-'-. _ - L .- _.. - .0 _ - _ - - - - - - - - - - �.- ! _... - _ - - _ - - ` , , 2 2'-0" Z Oil i I % I % I 'I I I 1 0 1 1 A I I I I T % I -`ho El- El' I N-I% I I I- I- I,- to, I - -I - - 0" FIRST FLOOR _ ------------TFLOOR ----------- ------`--- ----- - - 0°FIRST FLOOR SIDE ELEVATION 19'_8"PLATE BOARD & BATTEN SIDING W/ 6" TRIM (TYP.) -- - - -- 9_4"T.0.M. -- 0"FIRST FLOOR L O : r' a- �, d N � N w m E tL. t° 0o .c 0 N C m r t C W d"p _ Eo~vcu3 0c00o— E v.y_r+_O 4) y L C O !E C = 0 c 0FL E - �a > 4)�z=tm2 PtochmEA(w Q Q (10 rN I� w to 2r ""fir• r"'►• •� = N z* A Ln M m .. N_Z� O a N O Matt a� W y C4 z O .J Q O m LL Zlot �/ ®``�®®®eta �►rriiros'' CaLL z Ji •W W 4gr cf) `0 till 11110 NORTH 7499mA ELVm2 CHRISTIE ORLANDO it yl I, h IL C d 0 �p tU y ti _� ■a G o C�b"Gf N 4) y O CL p- `-0os0o J c -0 N �, m N G �cmc4) v Eo��-2- 2 y+'ocQu�i�OY a> o'cooc Ey�O��O G! c O ;= a = Oy ;F, � (D 4).Q c N m Q rj da>T. H0Imm�cu i N Q� r r- cv cu W CO 2r Z� UM). A M m ■ ■ N �� rNMO d'>-M ui Q a a W oo � � NN I-- M o z z0 �1 � c� 0 - m 0 �`eror►tte'o�prrr®r' Z� � L11 • � ow ROOF PLAN w qqUJ to cn •,, NORTH 7499mA RFPml cHRisnE ORLANDO TAMPICO WAY =441 S34031'30"E 16' FIJ.�. & B. 2 CAR IL 241-011 0 1 N 7499 A CHRISTIE 10' B. L. 41 0 b 5 U. E. 4'PUBLIC 34' S34031'30"E WALKWAY 2040 SQ FT TRACT 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1080 FLATWORK 120 LOT:2040 COVERAGE:53% SOD AREA: 955 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. NOTES: is 1. VERIFY GRADING IN FIELD. 2. VERIFY EASEMENTS IN FIELD. 2/15/17 to j � to T� LQ LO q* zm �ty.ch m 04 (0 N ui C4 r- — m 0 z 0 OZ 0 :4 (3 0 . LIL a :m r- LL (L co 2 %N 'pJ1111111111// 0 LIL(CCIJI Z TOM WtO�[®_ NORTH 7499mA P LT-1 CHRISTIE ORLANDO FOUNDATION NOTES: il ■ 24'-0" 16'-0" F 5'-8" 4" TWO STORY FTG NOTE: TIE WING WALL IN W/ MAIN CMU WALL J.7 A/C PAD FO N F1 S3 CO S3 SLOPE -3 1 /2" II S3 I ■ N I I I UJ D- O -3 1 /2" ® FO S3 ■ ■ ■ I■ IFO ,jk I S3 ■I I 0'-0" F.F. 3-1/2" THICK CONC. SLAB W/ 6X6 W/1.4 X W/1.4 W.W.F. OVER 6 ■ I MIL VAPOR BARRIER OVER COMPACTED FILL. FO S3(-- ■ M S3 ■ FO ®® ■ ® FO FO S3 a S3 ) S3 --- d O -3 1 /2" L_ 3 FO 3 S3 TWO STORY FTG 4'-4" TWO STORY FTG 24'-0" 0 LL O H 0 bo m 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 CONC, SLAB W/ 6x6xW1.4xW1 A WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 0 COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER W MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W CODE EDITION. d' 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM o ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END, N LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 1-- Z RECESSING DOOR SILLS. 0 0 W 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. f'- & CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE UJ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 U CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. Z 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY &COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL m SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED 1N FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED H DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z ®�illil/ j/ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD O ®o /'!® N FOOTING STEP DOWN AND CORNER INFORMATION. +®®• ;®•�d��y��s®® r"W N �'--p 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE r . ••a ���'°® CJfn - SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH _► ; 6 u &: u, w Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION = ® Co ¢ Lj 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER • O; q Wp Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q •• �� .� dQ p FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ••• ��G`a�®` MQ W CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ /� 'K `®® R -j FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.////Os0�j0� m 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 d BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 2 PSF. 0 O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U 4r DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z O gpnq ,111 be co STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q 11 k a lyl� FOOTING SIZES PENDING DEPTH OF STEMWALL. M U d'3j o H O Z FOOTING SCHEDULE Q A4 U o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. u-``- BARS & 3" MIN. COVER TO EDGE OF CONC. iii,;ililiNlii° i!i G�tiStiO� U 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z Z 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE @3' O.C. & MIN O BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" U) SIDE 6" O.C. > O 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0- BARS & 3" MIN. COVER TO EDGE OF CONC. L 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 0� 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3 MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. p z Z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. < Q C� 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. (n U BARS & 3" MIN. COVER TO EDGE OF CONC. ^J^ L1� J o v 36 x36 x12 dp w/ #5's EQUALLY SPACED EA. z LJ. 0 cn N O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O 06 � z t- - 8 BARS & 3" MIN. COVER TO EDGE OF CONC. Q Z o Q o °' 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U O Z 0 F- o (9 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O w Z .. N BARS & 3" MIN. COVER TO EDGE OF CONC. W _ Q 0 O � : 8 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. z p F- N, w w o 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ~ Z Z = � Z E BARS & 3" MIN. COVER TO EDGE OF CONC. H O WCO = 48"x48"'x12" dp w/ #5's EQUALLY SPACED EA. Q � 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W 7 <( N < O BARS & 3" MIN. COVER TO EDGE OF CONC. U W L u v N 48"x48"'x16" dp w/ #5's EQUALLY SPACED EA. Q -j Z O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. 0 f-- O 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. U F--WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q W U. BARS & 3" MIN. COVER TO EDGE OF CONC. _Z W 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 CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. a. M 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ BARS & 3" MIN. COVER TO EDGE OF CONC. (D h. /\ 54"x54"44" dp w/#5's EQUALLY SPACED EA. 0 04 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O 60 x60 x16 dp w/#5's EQUALLY SPACED EA. ILIL O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q Q BARS & 3 MIN. COVER TO EDGE OF CONC. I= 66"46"x16"dp w/#5's EQUALLY SPACED EA. W > 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. ? J 0 O BARS & 3" MIN. COVER TO EDGE OF CONC co W LO Q SYMBOLS LEGEND _ Uj M _ O H F— ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO � _ . � Q TIE BEAM (5 -4 MAX U.N.O.) 0 W W • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. p -juz0 TO TIE BEAM. z W O� u a CL 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. p U J Z Q cnWDWQI.— t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. W O �, Q Q #5 CONT. FT.G TO TIE BEAM. Q! Q Q W to c L F F L .)aOaII-q 7 C 0 STRUCTURAL ENG: BAD DRAFTING: '--STRUCT: DP p QC CHECK: CC W JOB No. DWH-2170398 co SCALE: AS INDICATED DATE. 03/22/17 FOUNDATION PLAN_ 1 /4"=1'-0" S2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. III ill inlP"I I _ lu SYMBOLS LEGEND J W ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO Q E- TIE BEAM ( 5'-4" MAX U.N.O.) Z Q w ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. LU_ -- - --- m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT: d 0 N INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. O #5 CONT. FT.G TO TIE BEAM. Z O LU (1) #5 @ TOP, BOTTOM ui & @ 24 O.C. ❑ w VERTICALLY D U BETWEEEN COLUMN & U MAIN HOUSE CMU Z W FILLED CELL ❑ 0 _J m PLAN VIEW 0 iY O J (1) CONT. #5 FROM TIE w W a BEAM TO FOOTING U- O MASONRY WALL `llll�®s�� N REINFORCING PER c� �� �5 ...•.��j% ��'i ui N (1) #5 @TOP, BOTTOM PLAN (TYP). »e®�i� �'�� r00 &@24"O.C. '. W COf) Z VERTICALLY �- cv .J BETWEEEN COLUMN & `w T _ MU . U oC <C � : Z U MAIN HOUSE CMU � �> O' O O J Q `°"• oo• V < Z lY SECTION VIEW _ �® �e M < O llllll m fi D1 MASONRY COLUMN TIE INI CD W CL 2 o O U 0 y �Cf�iy h Z c F� O � J C� o w Z Q ^ U _O O 17 y� V • Z V LL ppti� 0 Ilpyyl, �II�IGjI,,', G�tis�� V Z Z O • o O Q Q o0 W V D I— Z VJ U h W J L rn Z 0 �zUjM^E O < QZULL°' m O I— U�u'z_CO LU J QOOWo 0 _ � �2 H Z ZM ;�ZE d Z H ALL ¢d F- N J C) F— U- Lu U N d z J O Z 0 O U �. Q LU Z_ W w ------ n0. M C� ti z N 7n Q M O J � Q d w J UL 0 o � W Q IQ— MW M _LOO -_o o -1Uz0 Uj �cn -O we W "''z L�C)U wp>IOQ� O�IOWCe�# o: ENG: STRUCTURAL BAD a ---�_ _. --- T _...r._ . DRAFTING: 1— z STRUCT: DP W QC CHECK: CC Uj of JOB No. DWH-217VOW 17) 8 SCALE: AS INDICATED DATE: 03/22/17 DOWEL LAYOUT PLAN_ „_1,-0 „ 1 /4 —S2,1 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, c Lr CC d u p C s L L lil, I tiJl.�. �-!161 11 :_i ll,.11 I IILi. e __ LLI (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a TIE BEAM SPLICE TO a BE MIN. 25" GROUT I'� BE MIN. 25" GROUT CELL SOLID PENDING SITE CELL SOLID PENDING SITE CONDITIONS, SEE 4I CONDITIONS, SEE MASONRY WALL III DETAIL MF20 FOR MASONRY WALL `I I DETAIL MF20 FOR SEE PLAN SEE PLAN IDEEP MONO U) A.14 DEEP MONO LU CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN _ I$ FOUNDATION PLAN > II1 VARIES SEE PLAN d . a' a a • .I'. a m 00 ' -4 e 00 O (n GRADE __I I ° ' .I GRADE i�o W a aI I—_ —_ II�� W� �II—III--°—II^_9 I—I—Ia,�ad a=l= o �Qo 111= I I III— (2) #5 BARS CONT. = I 11_—j (2) #5 BARS CONT. ' I I 1-=1 I I ( CLEAN COMPACTED W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD FILL @ 95% STANDARD 1, 0„ DENSITY DENSITY 711, WHERE 2ND STORY OCCURS, FTG ESHAE D STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AFaOTYPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER a CONC. SLAB PER 8 FOUNDATION PLAN W w 1 I4 1 ^' a ad a 'd. ', -' I__ V - —_ 1—_ — I - PENDING SITE - III—III=1 I—' ' CONDITIONS, SEE DETAIL MF20 FOR DEEP MONO (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4' WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY ------•i�lr 411 GARAGE --_ v TOP VIEW @ CORNER CONC. SLAB PER ____7 FOUNDATION PLAN / 4" 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. I w/ 3" COVER TYP. 3/4"=V-0" I \�% U) W CONC. SLAB PER FOUNDATION PLAN z d W cWn Li I p da p •,•° d a.. a d e e. -45° ° - IF BRG, WALL ABOVE- 1/2" J-BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'D (1) #5 CONT. w/ 1-1/2"MIN 4" COVER TYP. 10e 10 11-1/2" COVER TYP, C MAN HOLD BRG WALL BACK SO GYP FINISH IS FLUSH w/ FOUNDATION BELOW CONC. SLAB PER 2 1/4"CONC. 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE I 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE Z w O w C) FOUNDATION PLAN SLAB PER CONCRETE SLAB PER U) FOUNDATION PLAN FOUNDATION PLAN w g IceZ ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE N nUj 4. d 0 4 a 1 �I a—_ o a° _ _ � w ^.I-1I- a — - - li I —III _ —_ ICI III o _ — I I— I — _ _ .,�._—I I —I — ' _ _ --__ __ __ I I —III^ - III III^III I I-11 o v — �_ 111 11 — _—1 I I— : II —III _ III —III III III— I 0 1 W 16" I I 1I I I I ,� 11 Z 8 8 z Q > COMPACTED J CLEAN COMPACTED FILL 95% STANDARD @ O U (2) #5 BARS CONT. w/ 3" COVER TYP.; AT 8" 8° CLEAN COMPACTED FILL @ 95% STANDARD C #5 BARS CONT. w/ 3 " COVER TYP.; AT 1- FILL @ 95% STANDARD IM � DENSITY DENSITY (2) #5 BARS CONT. w/ 3" 2-STORY COND. (3) #5 DENSITY 2-STORY COND. (3) #5 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 13� 2-STORY COND. (3) #5 ��ITY %STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG O BARS RECQ'D & FTG TO DENS ' / # BAR5 ; BE 20" WIDE NON -BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING 3/4"=1'-011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE I, ANOTHER STEP a °; •. e GRADE w d 9d d ae a. H _ _ wo 4 MEN 1 " d.°,wo w o = a °. , _ _ .., _ w _ u I — THICKENED EDGE FILLED CELL PER PLAN - -- ---- -- - GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE OR PAVERS �I z CLEAN COMPACTED -1 � k -iTl- FILL @ 95% STANDARD DENSITY g" 3" COVER TYP. 8" x 8" THICKENED -- EDGE w/ (1) #5 CONT. u�rvol I t THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN 4d , e ° ° . --I Id. a d ad = 1 I. _s _ d. ° I' W°.. d =11 .I 1 1I I i I�I I � �, III � , �a �I : a _ _ _- W>O I =1 - -- . �_ _ (2) #5 CONT. w/ 3" U (2) #5 CONT. w/ 16 MIN. --- -COVER TYP. ih COVER TYP, I I -) I —III—III—III—) - (2) #5 BENT BARS w/ — CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 3/4"=1'-0" 8"CMU- FINISH PER ELEV. CONC. SLAB PER FOUNDATION PLAN FINISH FLOOR PENETRATING •'GRADE PIPE Vd • - I -I PVC SLEEVE MIN. : 1= FOOTING PER PLAN DIAMETER TO BE 2 1=) -III—III—I (- PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY 3/4"=11-011 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" SHALL BE 1 -8 WIDE w (3) 5 = W LL O BEARING SLAB STEP DOWN A—F0"kFOOTING AT INTERIOR BEARING o `®`o�wso,,1er�®''® -" N 3/4"=1'-0" 3/4 -1 -0 W N ....•® �l, o•a "•. '6�j ''i 00 CMD • cNp Q'•. � � (� Z VERIFY W/ DETAILS FOR REQ'D w N CU STEEL AT 2 STORY LOCATIONS • - O; ZJ Q d MASONRY WALL !�► (� •• •• ,�� �*4 °° M SEE PLAN * � I a a CONC. SLAB PER (1) #5 FROM FTG. TO ° ° SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" d e i° #5 CONT. PER MFG SPLICE GROUT CELL I d REINFORCEMENT SEE °. SOLID PER PLANSZj 4 ,I FOUNDATION PLAN vu r 1 FOR QUANTITY I'. O O ° ° THRESHOLD PER MFG app w.w °�' w �'• " I a e e 1'. a _ Z IR, M ° #5 x 25 x 25' CORNER °_' - °' a GI,,III,I' a ° L R, O A W I— 1I —I N Q a I,I', Il Ojyj BA ONE FOR ^ N H d I^I HORIZONTAL CONC. SLAB PER W I — �I D� d . _ U d��J o °I REBAR, TYP. U.N.O. I j I — = I ==IX d, a. I FOUNDATION PLAN _ I— 1 __ - — — w o -a a I ^ .; moo mn •w.w w4wa�' ��° °© .° coi_—III I I 11 I, (I 1- a Q O p III. _ � _� �....# (2) #5 BARS CC--- —III=III=III e a de a „ V • N TYPICAL CORNER BAR DETAIL (TOP VIEW) l _. 3/4"=1'-0" � 3/4"=1'-011 #5 DOWEL W/ MIN. 6" CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON EPDXY @ 12" O.C. CONCRETE STAIRS AS REQ'D PER GRADE W/ MIN (1) #5 BAR @ NOSING A,. ° �° ea , •° ,r,&RE • '., SEE PLAN o _ . (2) #5 DIA. BARS @ TOP — e° ° e .I°..I�I�1 1 ': ° ° .I °e, ..IA.. 1 - ° - p **� -� ° Z M w _j X I � I WHEN MONO DEPTH I °° —_ ' WHEN ONO DEPTHOP -- .4"� ea EXCEEDS 26", IF - ; I I.e �- EXCEEDS 26" IF O DEPTH < 26" THESE i - _ ° ° ° "'. i ° DEPTH < 26" THESE _ -- BARS ARE NOT REQ'D ,: ..eal GRADE BARS ARE NOT REQ'D _ — °: ,'� GRA E #3 STIRRUPS @ 48" = 4 ° I° p #3 STIRRUPS @ 48" _ 4 ' I° O.C. WHEN MONO — — ° ` ° 'I _ I °. '..�° -z O.C. WHEN MONO — I a' z I. DEPTH EXCEEDS 26", — ° I ° ' I 1= I DEPTH EXCEEDS 26", I — IF DEPTH < 26 THESE '— = 4 °' ° ° 1-=I IF DEPTH < 26 THESE 1 4 °. a CV -- BARS ARE NOT REQ'D 1—`w --- BARS ARE NOT REQ'D (2) #5 BARS CONT. W/ I I— I I CLEAN COMPACTED (2) #5 BARS CONT. W/ I ; -I I' 1=1-41, CLEAN COMPACTED 3" COVER TYP. V-4" FILL @ 95% STANDARD 3" COVER TYP. - . FILL @ 95% STANDARD DENSITY - DENSITY F2 DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR TOP (2) #5 x 4'-0" - CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE 4 LOOP TIE (TYP.) o — _ I - r FOOTING PER PLAN 3/4"= V-0" PVC OR SCH40 SLEEVE 3/4"=1'-0" TOP (2) #5 x 4'-0"CENTERED AT PIPiPVC OR SCH40 SLEEVE PENETRATION a . ,d 4 4- -1 d= - z= a• 4 • a _ I-1 �- - ° SEE N. - I I PLAN FOR I - SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION W/ 3 COVER TYP. • SLOPE I 1'-4' 2-STORY CONDITION L- O 4 O �pcl II 1p� PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" OR GRADE 1/4" PER WIDE FOOTING Z CLEAN COMPACTED O Z �1y9 FOOT WAY FROM FILL @ 95% STANDARD > pBUILDING � _ Q® DENSITY ELASTOMERIC JOINT FILLER n. u.i EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"= V-0" 3/4"=1'-011 ? r /1 a Q LL W J�o� O W p Z Q 0x W z.- I� E O (D Qz'LL� U Z UF-0O� O Z vOj�LUK� w <00 : B H ww Z Z=��z E Z LLHOO QNt Z W Z W U N Q O J Z Z 0 O <w 0 z = LL w V, —,-- O 0 h z Q M O J t] LL. _ W 0 I— J LL 0 a W W Q �LUMCl) 3: 0 F_ >- oLIJ V Z U U LU Weaa LU 0 0 _j < <( wLUCWC9H �OQ00LU 0 STRUCTURAL ENG: BAD Q DRAFTING: H Z-STRUCT: DP w-- ------ --- 0 QC CHECK: CC w (FRONT VIEW)., ..��� ,..� I�� uvvn-/- I i voyo 71 — _ I = SCALE AS INDICATED PIPE VERTICAL THRU FDN �__._ -- - - _- -- DATE: 03/22/17 _ a I 40 4(- TYPICAL FOUNDATION PENETRATIONS --' 11� I =1 I=1 PIPE PARALLEL TO FND33/4"=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. i I I II I'll l III II II I I iAl'I I i II I I' I I I I II I' I Il (1) #5 FROM FTG. TO -d TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID IL° MASONRY WALL SEE PLAN . d CONCRETE SLAB PER I FOUNDATION PLAN (1) #5 FROM FTG. TO --� TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID KNOCK OUT / CHAIR BLOCK COURSE W/ #5 ELASTOMERIC JOINT CONT. WHEN STEM FILLER ONLY @ WALL IS OVER 3 FLOATING SLAB COURSE TALL LOCATIONS (FLOATING SLAB NOT PERMITTED WHEN STEM WALL IS OVER 3 COURSES TALL) 11KNOCK OUT / CHAIR BLOCK COURSE W/ #5 CONT. WHEN STEM 114. WALL IS OVER 3 COURSES TALL MASONRY WALL II : SEE PLAN z GRADE VARIES ° "d °' d .' m A, SEE PLAN z_ GRADE SEE STEM WALL _ — I I=I II SEE STEM WALL — = CHART THIS SHEET I—— ° I=III= I=III= CHART THIS SHEET �° FOR FILLED CELL FOR FILLED CELL _ _ SPACING & FOOTING I I = I — I — z _ SPACING & FOOTING I �o SIZE & REINF. __= SIZE & REINF. I=III �, I=) I= I I _ — _- - I— I o I I ° I =1 1= SLAB PER IDATION PLAN N COMPACTED FILL @ 95% STANDARD DENSITY CLEAN COMPACTED — — —_ - -- --- CLEAN COMPACTED = FILL @ 95% STANDARD _ — WIDTH = REBAR w/ TYP. COVER FILL @ 95% STANDARD -WIDTH- REBAR w/ TYP. COVER _III —I I -- PER STEM WALL —I - _ = I PER STEM WALL DENSITY III-1 -1 I = CHART THIS SHEET DENSITY 1— CHART THIS SHEET SF01 TYPICAL EXTERIOR FOOTING (SF02) TYPICAL GARAGE CURB FOOTING AF03) NON -BEARING SLAB STEP DOWN 3/4"= V-0" 3/4"= V-0" 3/4"=1'-01, IF BRG. WALL ABOVE- 1/2" J-BOLT W/ MIN. 6" VERIFY W/ DETAILS FOR REQ'D PAST DEEPEST STEP STEEL AT 2 STORY LOCATIONS REQ'D MIN 4" (1) #5 CONT. w/ 1-1/2" COVER TYP. 1-1/2" COVER TYP. MIN. 24" BEFORE CONCRETE SLAB PER CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP FOUNDATION PLAN g z FOUNDATION PLAN SLAB w/ (1) #5 CONT. a g w/ 3" COVER TYP. GRADE A. w a° e °d 4 °4 d _ _ _ _ r d e o ' a ,_ `- Uj U o R77,7_ III-I-I..—I I LI—.I—I.I.—II I1III—IIIIII =—I dd o I I1—I 11=1 11_1 I I I I = a =� ° " 10_�d W LLJ I —_ I ' — I e W I= _ —_ —_ 2 #5 CONT. w/ 311 "' (2) #5 CONT. w/ 3'� I = = 16I' MIN. I COVER TYP. #5 BARS CANT. w/ 3 COVER TYP.; AT CLEAN COMPACTED ce COVER TYP. -I 1 1I -I I —III —III —III —I (2) #5 BENT BARS w/ C 2-STORY COND. (3) #5 FILL @ 95% STANDARD CLEAN COMPACTED MIN. 25" LAP SPLICE BARS REQ'D & FTG TO DENSITY FILL @ 95% STANDARD BE 20" WIDE DENSITY f�aFODOUBLE STEP FOOTING AFOkTHICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL SEE STEM WALL KNOCK OUT / CHAIR LLJ HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER � CHART THIS SHEET BLOCK COURSE W/ #5 SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING <~ FOR FILLED CELL CONT. WHEN STEM I-- Q FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z SPACING & FOOTING WALL IS OVER 3 BELOW w SIZE & REINF. COURSE TALL I � OPTIONAL CURB BY CONC. SLAB PER I w __._. BUILDER FOUNDATION PLAN 2 1/4 CONC. SLAB PER z w FOUNDATION PLAN w g Fe 2x PT SILL PLATE 2x P.T. SILL PLATE o a 0- F.F. < N 9 d O LU °° III —I I I- I- I _� ( LOPED GROUT TO =1 1=I IIII 11= I =I_1 III —I I =I 11- 0 DRAIN � � 0 W �° CONC. SLAB PER 811 8,1 _j FOUNDATION PLAN 2 #5 BARS CONT. w/ 3" CLEAN COMPACTED 2 #5 BARS CONT. w/ 311 CLEAN COMPACTED d' A.' .� I — COVER COMPACTED 8" 8" FILL @ 95% STANDARD COVER TYP.; FILL @ 95% STANDARD m FILLCLEAN 95% STANDARD 2-STORY CO D�. (3) #5 DENSITY 2-STORY COND. 3 #5 DENSITY � @ O -- -III— -- _ m DENSITY BARS REQ'D & FTG TO BARS REQ'D & FTG TO I— I WIDTH =l = I- O -- -- -- - - - - - - - =1 BE 20" WIDE BE 20" WIDE j REBAR w/ TYP. COVER w PER STEM WALL W CHART THIS SHEET I=- W O SF03 FOOTING @ SHOWER @ MASONRY FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z ®% * VERIFY W/ DETAILS FOR REQ'D STEEL AT-2 STORY LOCATIONS e do 4. ° 44 4 a a, ' d Itdl a ° d ' d 4 4. q ° d .. a de .. ° 3/4"=V-0" 3/4"=1'0 3/4'=1 -0 � � .®®•• W'/, N •� • ® `s = 00 6 WOOD POST. PER TOP COURSE TO BE ; cn PLAN FOR SIZE &BASE CHAIR BLOCKS. w®� ^ V w CONNECTION SEE ELEV. FOR ENTIRE BASE TO BE p: z z: _j W BLK WIDTH FILLED SOLID . ;• e �O®,� < M �� ®•® < •® �va�� CLEAN COMPACTED °'. d. d .4: CMU BASE W/ (1) #5 Q p FILL @ 95% .. d. ° VERTICAL EACH _ LJL wa SLOPE STANDARD �:°° d ^. 0 CORNER FILLED SOLID. m ^PER DENSITY f- SEE ELEV. FOR BASE #5 CONT. MFG ° > W SIZE REINFORCEMENT SEE . A. CONC. SLAB PER 4 a 4 ° .� a' w � W FOUNDATION PLAN FOUNDATION PLA m w a `,./ ° . FOR QUANTITY a °4 r #5 REBAR CONT. @ O x 25" x 25" CORNER THRESHOLD PER MFG a ° o _f]#5 SLAB LEVELpj� O 6ai BAR, ONE FOR EA. � W ° a °0� d � '° � °' a d ` 7-' � �. - Z Q �"'� I —I l llrilil5�r<lll ;i 1, .. yl� N HORIZONTAL REBAR, TYP. U.N.O. CONC. SLAB PER FOUNDATION PLAN 0 W _ — Ill— it • � °. bo 11 EXTEND SLAB 1 1/2 MAX. BEYOND BLOCK C w 1-0 o o „' — TYPICAL CORNER BAR DETAIL (TOP VIEW) % 3/4"=1'-0" 3/4"=V-0" % 3/4"=V-0" 111'% �./ �•�/ 2x BEARING OR NOW WOODPOST. 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 POSSIBLE STAIRS. IF ELASTOMERIC JOINT w/ 1-1/2" MIN. COVER FORM/POURED TOP COURSE CHAIR FILLER 4„ CONC. SLAB PER PROVIDE (1) #5 AT BLOCK SEE PLAN FOR CONC. SLAB PER — — — — — — — I FOUNDATION PLAN EACH STEP CONC. SLAB PER POSSIBLE STAIRS. IF FOUNDATION PLAN EE PLA GARAGE I #5 DOWEL W/ MIN. 6" FOUNDATION PLAN FORM/POURED `V EMBED. INTO MAIN PROVIDE (1) #5 AT _ — — — v.e,,. d . a I io EACH STEP 9 '' .'4 FOOTING W/SIMP. co TOP VIEW @ CORNER _ 1 EPDXY @ 12" O.C. _ _ _ — CONCRET STAIRS (1) #5 VERT. IN GROUT - --1 I = I °�•. (1) #5 VERT. IN GROUT _ — �,qS REQ'D PER - FILLED CELL @ 72 - — — FILLED CELL@ 72 O.C..__.. _ z W RADE W/ MIN 1 Imo_ — _ —_ g CONC. SLAB PER GARAGE WALL O.C. MAX. & TYP @ I=I j I = ,[• — • MAX & TYP AT EA. _ I�— �� g 5 BAR @ NOSING FOUNDATION PLAN BEYOND EA. CORNER & COL. I=III— J — CORNER AND COL. - - I L — — �`' W (1) #5 CONT. PER PLAN — 1 DRIVEWAY BY LOCATION FOR WALLS -I — W ; I .. I LOCATION FOR WALLS =� -W w/ 3" COVER TYP.ltl BUILDER- CONCRETE 540" TALL. SEE —_ —W — ( L. — — <40" TALL. SEE _-- — �, I _ - _ _ 4 M...' OR PAVERS STEMWALL SCHED. IF = — I STEMWALL SCHED. IF I — 5 (1) #5 VERT. IN GROUT -- WALL IS TALLER. — WALL IS TALLER. d d 4 — FILLED CELL@ 72" O.C. �I, - 4 =I I— I = I GRADE - DOWEL W/ MIN. 6 MAX & TYP AT EA. _ ° d de oo CLEAN COMPACTED —_— — _— _ CLEAN COMPACTED _--III J I =III = Z EMBED. INTO MAIN CORNER AND COL. FILL @ 95% STANDARD - z — FILL @ 95% STANDARD =I I— ? 'FOOTING W/SIMP. LOCATION FOR WALLS m CLEAN COMPACTED DENSITY ' I I=III= — I DENSITY I- -I� EPDXY @ 12" O.C. " a __: ° <_40 TALL. SEE oe,11- FILL @ 95% STANDARD _ — d w I Q = ° . °n W I I STEMWALL SCHED. IF WIDTH I III III I I - . DENSITY SEE STEM WALL — d -p. -- SEE STEM WALL I-o WALL IS TALLER. _ _ _ _ CHART THIS SHEET __ I —III— - - E x E THICKENED CHART THIS SHEET _ _ —WIDTH FOR FOOTING SIZE g°01 3" COVER TYP. EDGE w/ (1) #5 CONT. FOR FOOTING SIZE I I- �-- I — -WIDTH — 11 —1 W/ 3" TYP. COVER AND REINFORCEMENT - —III AND REINFORCEMENT — S� THICKENED EDGE a- GARAGE DOOR S�FO' \ STEM WALL FOOTING a- PORCH SF06 STEM WALL Cad GARAGE STEP DOWN SFO WOOD COLUMN AT ENTR` 3/4"=1'-0" NOTENOTCH IN 3/4"=1'-0" 3/4"=1'-01, v ° 3„ CUNT. STEM WALL TOP (2) #5 x 4'-0" U FOOTING IS NOT TO r F OTING BEYOND PVC OR SCH40 SLEEVE BE DIRECTLY BELOW. BE AT PIPE x PENETRATION GIRDER OR IL. . F- ADJACENT TO AN a o ° a a° 4 d PENING WITH A 4 GIRDER ABOVE 3' --i i-TVERIFY WI H 3" MIN COVER PLAN VIEW (M NOTCH CHART _I CID z — i d ° • Q I 1=I I - NOTCHED FOOTING @ CONDUIT — _ _ 1= 11= TOP (2) #5 x 4'-0" — (= I —I I=I— ( - I I=_ CENTERED AT PIPE " I SEE FDN. PVC OR SCH40 SLEEVE PENETRATION —I I PLAN FOR I- SIZE & REINF. d ° PIPE PERPENDICULAR TO FND — — °4 ° d d •° '.. �'' TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION d. \Itka SEE FDN PLAN -- 1= FOR SIZE —=I _.. L & REINF. -1 I- I I PIPE VERTICAL THRU FDN PIPE PARALLEL PARALLEL TO FND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, 3/4"= V-0" - #5 REBAR CONT. @ SLAB LEVEL SLAB EXTENSION UP TO 1 1/2" (BEYOND BLOCK FACE) PERMITTED IF REQ. PER ARCHITECTURAL ELEV. GRADE 71 III— O Z (2) #5 CONT. w/ 3" _ FACE PER ELEV. a M v C o SLOPE COVER TYP. I I =1 I d° GRADE V e..k (1) #5 VERT. IN GROUT I �' _ z — y zg a �� �. FILLED CELL@ 72" O.C. I—III=1 -I_ I ' p PER MFG SLOPE EXT. SURFACE MAX & TYP AT EA. ' I— d = Z V Z `I"•�9�51 V OR GRADE 1/4" PER CORNER AND COL. _ 0 FOOT AWAY FROM LOCATION FOR WALLS a $"'' 4 SEE STEM WALL �5 � BUILDING W CHART THIS SHEET O 540" TALL : SEE a ° ' ' ' ' > z FOR FOOTING SIZE 0 ELASTOMERIC JOINT STEMWALL SCHED. IF WIDTH AND REINFORCEMENT a Q m FILLER WALL IS TALLER. w EXTERIOR DOOR POURED SILL SF08 MASONRY COLUMN AT ENTRYry 3/4"=1'-0" 3/4"=1"-011 U F- J 0 Z < (D co 07 C) STEMWALL SCHEDULE FOOTING DIMENSION STEMWALL NUMBER/ SIZE OF BARS MAX. FILLED CELL 1-STORY 2-STORY HEIGHT SPACING (O.C.) IN STEM WALL DEPTH WIDTH DEPTH WIDTH (2) #5 BARS FOR ONE STORY OR MATCH FILLED CELL 8" - 40" 101, 16" 101, 20" (3) #5 BARS FOR TWO STORY SPACING PER PLAN (2) #5 BARS FOR ONE STORY OR 48" - 64" 101, 20" 101, 2011 (3) #5 BARS FOR TWO STORY 40" (3)#5 BARS FOR ONE & TWO 72„ 80„ 10„ 30 10 30 STORY 32 EXTEND REBAR ABOVE SEE FOUNDATION PLAN SLAB PER MIN. LAP FOR F.C. SPACING SEE STEM WALL SPLICE AS REQ'D. ABOVE SLAB LEVEL CHART THIS SHEET AT EXT. WOOD WALL FOR FOOTING SIZE LOCATIONS: VERT. AND REINFORCEMENT BARS TO TERMINATE EXTERIOR SHORING/ @ SLAB LEVEL BRACING TO BE KNOCK OUT / CHAIR ' PROVIDED BY BLOCK COURSE W/ #5 CONTRACTOR TO CONT. WHEN STEM PREVENT STEM WALL 3/4"=V-0" WALL IS GREATER BLOWOUTS/ CRACKS THAN 3 COURSE TALL DURING BACKFILLING MASONRY WALL III-1 — 1 SEE NOTE 7 FOR CORNER 4 REINFORCEMENT SEE PLAN CONC. SLAB PER \\ CONC. SLAB PER (1) #5 FROM FTG. TO - IF W.W.M. IS USED, FOUNDATION PLAN TIE BEAM MIN. 25° TIE TO #5 CONT. IN SPLICE GROUT CELL _ _ CHAIR BLOCK _ INSPECTION— - IF STEMWALL TALLER = ( — CLEANOUTS REQ'D SOLID PER PLANS e _ THAN 48 #4 TURN _ _ FOR STEMWALLS > 40" I BARS REQUIRED _ _ II — \� IN II�� - GRADE \\ , �' - — I— d I_.__...I I 1 - —_ —_ 1 —I — _ = _— -1 I CLEAN COMPACTED �= _ -- — -- — _ -; FILL @ 95% STANDARD^( I u. Ed I (- 0 -III I = — —_-1 I I I DENSITY; TERMITE _ __ _I I �— . (2) #5 BARS C-1. —I I=I I —III III— TREATMENT IN 121,-I - ~— W/ 3 COVER TYP.; @ 1'-4" MAX. LIFTS -I o- 2-STORY CONDITION _I —Ilk (3) #5 BARS w/ 20" CHAIR FOR REBAR BY -- WIDE FOOTING BUILDER WI — I I CLEAN COMPACTED i = i I 3" COVER TYP. FILL @ 95% STANDARD SEE SCHEDULE FOR DENSITY FILLED CELL SPACING AND FOOTING SIZE WIDTH ol O r W Lu J o a o O Q W z W"n Ep I- < V < Z LL 61 o� s Z U U O z oo'g �Wz`° - J Q O p a: W U) 0 t- F W 6U o 0 ZZacnzz E O � < U �o.Qa N � W 0 0 Q I--- " Q-� z Z O O o O I— U Q � O W Z 0 Fn W U) 2 (D ti Z 04 Q M U. Lj Q � _ W I LL 0 < WWkna F_ LLI M _LoO�' V Z LU V 0 W � A. 0. W W ��'�` W 0 _j<H LLI Q� 0 Q r 0a.Q2W14 F- - STRUCTURAL ENG: BAD < DRAFTING: z w. -STRUCT: _ DP � QC CHECK: CC U) --- ----- - W -- JOB No DWH 2170398 SCALE AS INDICATED ~ DATE 03/22/17 lo F1 FOOTING AT INTERIOR BEARING WITH CMU STEM WALL SCHEDULE 3/4"=V-0" 3/4"=1'-0" 3 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 IIII I III - . ........ CONT. TIE BEAM w/ (1) 4 #5 REBAR @ TOP (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID ° MASONRY WALL SEE PLAN q PAVERS @ GRADE (IF REQ'D PER ARCHITECTURAL PLANS �1 CLEAN COMPACTED s FILL @ 95% STANDARD DENSITY GRADE �1 CONC. FTG. SIZE PER v o III=III=I =— _ __ SCHEDULE w/ (3) #5's _>_ I COAT. AND (1) #5 w- _ = o� ---� _ -z_ I — ==I L _ �- 1of 2 O CVERSE BAR @ JI11—I I— ' �_ LLI J e 9 WIDTH PER PRIVACY -� _- WALL SCHEDULE SF09 PRIVACY WALL FOUNDATION DETAIL 3/4"=1'-0" PRIVACY WALL SCHEDULE WALL HEIGHT FOUNDATION (WIDTH x HEIGHT) FOOTING REINFORCEMENT DOWEL SPACING 0'-0" to 4'-0" 1'-811 x 1'-011 (3) #5's CONTINUOUS 96" O.C. 4'-1" to 5'-0" 2'-0" x V-0" (3) #5's CONTINUOUS 72" O.C. 5'-1" to 7'-0" 2'-6" x 1'-4" (3) #5's CONTINUOUS 32" O.C. 7'-1" to 9'-0" T-0" x 1'4" (3) #5's CONTINUOUS 24" O.C. (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID; SEE PLAN FOR LOCATIONS MASONRY WALL SEE PLAN PAVERS @ GRADE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY SEE STEM WALL CHART THIS SHEET FOR FOOTING SIZE AND REINFORCEMENT FOUNDATION DETAIL AT PAVERS/ GRADE -3/A11-41 All BRICK SOLDIER COURSE FLUSH TO PORCH & 1" (1) #5 CONT. PER PLAN PROJECTION w/ 1-1/2" MIN. COVER CONC. SLAB PER FOUNDATION PLAN (1) #5 VERT. IN GROUT __ "•" FILLED CELL @ 72" O.C. MAX. & TYP @ g EA. CORNER & COL. I —I 1 LOCATION FOR WALLSUj „ 1540 TALL. SEE 8" MIN. TYP., STEMWALL SCHED. IF WALL IS TALLER. 20" @ MASONRY COL U.N.O. , GRADE CLEAN COMPACTED FILL @ 95% STANDARD o DENSITY SEE STEM WALL( I I=I I - CHART THIS SHEET - . - -- — WIDTH FOR FOOTING SIZE _ AND REINFORCEMENT SF13 STEM WALL @ PORCH W/ SOLDIER •Y /A11�A1 /111 BRICK BEYOND. WOOD COLUMN PER 4" BRICK w/ BRICK TIES COLUMN BASE BRICK SOLDIER PLAN SEE FRAMING STAGGERED @ 26" W CONNECTOR TO BEAR COURSE FLUSH TO PLAN FOR REQ'DPOST O.C. HORIZ. & 16" O.C. Q DIRECTLY ONTO PORCH & 1" SIZE & BASE VERT. �_ <( CONC. SLAB "' " PROJECTION CONNECTION CMU BASE W/ (2) #5 W C) (2) #5 CONT. PER PLAN CAP/ ROWLOCK PER CAP/ R �' r . VERTICAL FILLED p w/ 1-1/2" MIN. COVER g °i ' SOLID. SEE ELEV. FORARC W r°. r BASE SIZE CONC. SLAB PER CONC. SLAB PER r (1) #5 CONTINUOUS @ ,1 FOUNDATION PLAN FOUNDATION PLAN r r r ' r TOP OF STEM WALL d o AROUND PERIMETER • (2) #5 CONT. w/ 3" r r , OF THICKENED EDGE z 0 - — (1) #5 VERT. IN GROUT " '"� '' °O COVER TYP. . �� �' FLASHING, GROUT Z _ _ r r SOLID BELOW p O _ FILLED CELL @ 72° _III- I I=I O.C. MAX. & TYP @ �:�• z ° °° a ° r r WEEP HOLES @ 24" w EA. CORNER & COL. — O.C. p_ LOCATION FOR WALLS � w _ - ° ; ° ; 4 �.• co I ( r� ��..a� SEE STEM WALL W p � - <_40" TALL. SEE =1 hI I ___.I 8" MIN. TYSTEP., a a , . — ay: ° r SCHEDULE ON SHEET O V C) IF < I — _ r SD1 FOR REQUIRED WALL S TALLERWALL . 20" @ MASONRY i — I I-_ 1— _ 20' @ _I ra° FOOTING WIDTH AND Z W COL U.N.O. COL ° GRADE MASONRY DEPTH p ITI8" I COL. U.N.O.- �. GRADE J CLEAN COMPACTED=I FILL @ 95% STANDARD ( I I DENSITY o SEE STEM WALL �- I '', Awn SEE STEM WALL 4 Ia w - SCHEDULE ON SHEET w I i SD1 FOR REQUIRED ; I— I — —WIDTH I —_ I VERTICAL DOWEL WIDTH U- FOR FOOTING SIZE I SPACING W AND REINFORCEMENT I „_ - - = F- ry SF14 STEM WALL @ PORCH W/ SOLDIER & COL UM SF1 MASONRY COLUNN W/ BRICK VENEER LL o/! q/All—Al/Vl 3/411 �.^1 011 J �� ►►' 00 •• •• • �/J •.. • ✓,. �. O. z tL®< Z (� 0* G Q J Cq LL W J ` a V O O c) p Z ^ ��,r N yl C6 U 3j o ry 1LU --O z Q ^ U o 0 U z c� L.L �4 V o 0 z �1tib� O � 0� - D: H M U F- Q Z W o o z Q Z I-E O QZU) 8 U Z Uoo�� Op Z F- U) L'U Z 'D J U) z�Q W O Q=Oa,:$ Z z � u) IW- z' H 0 afD�0a w Q WCo NW z W 0 Z 00 o 1- Z 0 � QW z W LL p 65 w W a 0 z cV o M O J p U. Up z 3:a W > z W 0" F- J LL 0 W W LC)Q Cl)zWM� =�jp>- OC J _oF- W=H� o -j0z0 wo �a Cl) U z U) Wo_w01-- �O>OW� F- U) STRUCTURAL ENG: BAD Q DRAFTING: F-- z-STRUCT: DP w --- — - ----- - p QC CHECK: CC Uj JOB No. DWH-2170398 SCALE AS INDICATED F- DATE: 03/22/17 - 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. I I IIN 1 111 1 1i 1 !1 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS . °e •.4 . z g W d H 2 U' W ry z 0 07 ° ° .4' d 4. ^.' �' ....• �.... � � �. � III"' ° d e 41 BOTTOM STEEL IN LINTEL IF ° d INDICATE - SHOULD HOOK INTO ° VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN d ° e p'. METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 Ile e •�- -� W .� r ° e n ° •°. .4•.d e'• II W LL z d N dl I e z W W " N. d' �.4 d �etl. a a d ° TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT �-- SEE FOUNDATION FOR FOOTING d ° NO -SHEAR WALL T OPENING ' TYPI AL SHEAR WALL SEGMENT ° d TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN P; ' TRANSOM OPENING FRAME INFILL AROUND, .' WINDOW BY BUILDER SEE WF01/SD1 FOR 1 MORE INFO Y •'l. DOOR OR WINDOW OPENING MAX. OPENING 4 FT LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" SEE DOWEL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "Alf "B" PICIP "D" "A" „B" 11C11 "D" #3 1 7/8 4 1 /4 7 15 2 1 /4 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 #6 1 3 3/4 8 1/16 14 1 30 4 1/2 8 1/16 18 1/2 36 #7 1 4 3/8 9 13/16 16 1/21 35 5 1/4 9 13/16 21 3/4 42 LAP SPLICE a4 d G U ° a ° + 90 4 O, 4 a •a EMBEDDED U AD08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 90° HOOK Z: STANDARD 180' HOOK #3=2%2' #4=2Y2 #5 = 2 Y2" #6=3" #7=3Y2' NOTE: PROVIDE VERTICAL STEEL @ TRANSITION PER MD06/S4 O O (D LOADS LISTED APPROVED PRECAST BELOW HAVE BEEN MAN. CAST-CRETE, LINTEL CALCULATED QUALITY LOAD TABLE OR COMPILED PRECAST CO., FROM DATA FROM AND LOTT'S CONCRETE THE FOLLOWING GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, AND LOTTS Z 0 � � o z O LU LIJ O z pip p LL = O W Q C) Z O () W 0 W ' STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-0B 8F16-1 B / 8F16-0B 8F24-1 B / 8F24-0B 8F32-1 B / 8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. O 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH FOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 2'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 T-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 T-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592p 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 T-O" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 8'4" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 V-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 200312. 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 16'-0" 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / o 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 01. fc PRECAST LINTELS = 3500 PSI. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 5 p 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0E- 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 �j%1111 l r r r RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 T-0" 1230 / 1230 2769 / 2769 4085 / 4085 T-4" 1081 / 920 2769 / 1716 4085 / 2839 4'-4" 846 / 833 2121 / 1716 3127 / 2839 5'-4" 664 / 572 1761 / 1761 2595 / 2595 6'-4" 526 / 434 1539 / 1539 1329 / 2267 T-4" 1 480 / 322 1 1334 / 1334 1964 / 1552 8'-4" 1 415 / 235 1 1152 / 1152 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 4'-4" 3'-0" } z 0 00 co W O CL _j0 w I- �z O J w 0 IL O LINTEL PLAN 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE •®°°• jj! 00 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. = a O� a rCM Uj z Er � " Z U LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT / •'• ,� ° °���q; <C MARK REQUIREMENTS UUANTITYOF#5 REBARSED �® ® °'" � `o® < z � Q @ Q rrorlL�Na�p�`� g JO O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY m U- 8F16-1 B/1T O 8F8-1 B/1 T �- QUANTITY OF #5 REBAR AT TOP _j c 8RF14-1B/1T NOMINAL HEIGHT � r 1 ONOMINAL WIDTH 2 0 8F16-1B/1T O TYPE DESIGNATION 8RF14-0B/1T p 1�6 M �1 Jf� d F 8F16-0B/1T 1-1/2" CLEAR rS U il�i y��3J o O 8F20-1B/1T = w a MM O cFo � z #5 REBAR AT TOP MIN. (1) REQ D <C W o O" 8F20-0B/1T 0 _ a Q Q C.M.U. U Z c� O 0 4 O E 8RF22-1B/1T 00 GROUT IIlli}d ,, ti`�� O 8F24-1B/1T z #5 REBAR AT BOTTOM OF LINTEL z �"`� Z � U zo CAVITY _O BOTTOM REINFORCING PROVIDED (n O� O 8RF22-OB/17 �I` -O � 7-5/8" ACTUAL IN LINTEL (VARIES) M 8F24-0B/1T 8" NOMINAL WIDTH a FILLED ui Q O 8RF30-1 B/1T O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T ¢W 0 � _ #5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -0B/1T 0 _j U) U O 8F38 -16/1 T 60 LLW g v 0 0 y -i u>z z 0 W ZHMn 8 O 8F12 -1B/1T - O < Lu UJ J O8F40 -OB/1T �I`-'I` BOTTOM REINFORCING PROVIDED V J Z t¢�j o o •_ 7-5/8 ACTUAL IN LINTEL (VARIES) O O w z CO �� O 8F8 -013/1T 8" NOMINAL WIDTH w _ Q o z X � 8 UNFILLED —1 ° L_ z << Zz � W OO �dQa SAFE LOAD TABLE NOTES w ¢ Z Q N U t- wUj 0N 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J Z 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH 1S LESS THAN 6-1/2". SAFE LOADS FOR ALL `Lp F- J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. rO � 2. 0 = NOT RATED. U 1- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM FOR Z = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 •.--- ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U) O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. M 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY ti CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF z 04 SUPPORT. Q M 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 ILL. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. p 0 z Q � w WALL LEGEND O o J LL ca W z LLI W = 9'-4" T.O.M. = INTERIOR/EXTERIOR j 2 W co BEARING WALLS VERIFY _ 0 8'-8" T.O.M. HGT. W/ ARCHITECTURAL = to 0 PLAN U.N.O. OR LINTEL O >. W ' W=1—� z 0)Z V ... Wta (Da F wI— tiZ� 0U�_jQQ U) W �0 0W� H U) STRUCTURAL ENG: BAD Q DRAFTING: z-STRUCT: DP w. _.__- -- ----- 0 QC CHECK: CC --- .. _----._ _...__._. . _._._ JOB No. DWH-2170398 T SCALE. AS INDICATED DATE. 03/22/17 S4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i it III V III I i I i . � .�.. I.I� t NOTE: PLACE F04A TRUSSES DIRECTLY BELOW JACK STUDS IN 2ND FLOOR OPENING S1 D S1 F1 D D F09A 2 ® v) w .. 9 9 H 0 Q CONTRACTOR TO PROVIDE X BRACING F09 BETWEEN FLOOR TRUSSES F1 to zj 1 D � F09 IL z U O IfMDO SD1 F09 � `° 2 S1 2x8 LEDGER W/ 16d D NAILS @ 4' O.C. TO TOP F12 2x8 PT LEDGER W/ (2) 1/4"x3" CHORD AND ALL TAPCONS @ 8" O.C. INTERSECTING WEBS E SINGLE PLY 1.75"x16" LVL BEAM W/ (2) 1 O's EA. END W/ 2x6 LANDING JOISTS - - 1/4"x1.5" SIMPSON SIDS SCREWS @ 16" O.C. W/ U26 EA. END - FO F12 19KE F01 DO SD1 F01 F01 F01 S1 F01 D F01 F01 F01 F01 F01 F01 F01 F02 F14 Em= H2X6 CONTRACTOR TO PROVIDE X BRACING BETWEEN FLOOR TRUSSES SWO S6 � 12 12 CH ® @ 24" O.C. CHI' Q �. � _. FO D F1 p1 D o u F � U- ILL c D LL BW1 F06 CONTRACTOR TO PROVIDE X BRACING BETWEEN FLOOR TRUSSES E ME Ali ATTACH F10 TO BEARING WALL W/ A35 @ 24" O.C. WALL LEGEND w Q� = 9'-4" T.O.M. = INTERIOR/EXTERIOR w BEARING WALLS VERIFY p 8'-8" T.O.M. HGT. W/ ARCHITECTURAL w PLAN U.N.O. OR LINTEL T o N Z _O F- z 00 Lu p O �U z W Z r) J m 0 O J LL w W O 00 0 z �Y•® _J?Z U /arrrr► w J \ 0.. V O U p w DI Q 12� 0 fl'u'II,'8 �6J1 - P yrt CV C6 U �3J Co F- M• Q Z Q M-ti U O 0 S +� U cc 1L Q O Z Z gi�aG9 U O — 11?i�y e o ... ° I M a Q L U H Ll Z ILL O W -j z Z wOtuM� E U J Z 59xUi 00 �- 0����� OJ —1 U)Rz�o 8 w LL � 1� 7 4= o ui v ;o V z� �zE Z Qaz0E C) � 01 XCL U) N J V �--- LL U N Q Q J O O LjL U L_. W 2 = C] w --- 0 O � Z N Q M O J p U. p a °� �3 W O f— ,J LL p to W ZZ I¢- W M v) r=- =NOS' o �-_�' o JUzO z Y O C.) W Uj F 0. w h tiZ��' -- ° ��-�aa W U°W�� �°Qow 5nm.a�IOC _ X O STRUCTURAL ENG: BAD Q DRAFTING H z -STRUCT: DP w p QC CHECK: CC JOB No. DWH-2170398 FIRST FLOOR FRAMING _ SCALE.- As INDICATED DATE. 03/22/17 PLAN - CONNECTOR LEGEND 1i4"=1-011 SJ NOTE. SEE PAGE 55.1 FOR NOTES AND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. III III JII I BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG SPACING SPECIES CAP, (plfl BLOCKING TOP BOTTOM (3)12d (3)12d BW1 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN NAILS NAILS UPLIFT B�N2 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 1 "' NAILS 570 plf MID -SPAN BW3 16" SPF SP4 W/(6) SP4 W/(6) 570 pIf -rd. PT. s 10d x 11" NAILS 10d x 12" NAILS BW4 12" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN UPLIFT NAILS NAILS BW5 12" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN BW6 12" SPF SP4 W1(6) 10d x 1Z NAILS SP4 W1(6) 10d x 12 NAILS 760 plf 3rd. PT. BW7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN UPLIFT NAILS NAILS BW8 16" SYP SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 11" NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. 10d x 11" NAILS 10d x 12" NAILS BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN UPLIFT NAILS NAILS BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 If p MID -SPAN BW12 12" SYP SP4 W1(6) SP4 W1(6) 885 plf PT. 10d x 1-1 NAILS 10d x 1-1 NAILS 3rd. BW13 16" SPF SP4 W/(6) 10d x 1'" NAILS SP4 W/(6) 10d x 12" NAILS 280 If p MID -SPAN @ 32"o.c. @ 32"o.c. BW14 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 380 pif MID -SPAN @ 24"o.c. @ 24"o.c. STANDARD BEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J-BOLTS OR EPDXY ANCHOR @ 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. 0 i J �0 W C) �IW N �' rra"""��Ji '✓moo uJ � 00 N Z - ® ; � (U .� ire c( J u Z p b . Q ••0 I- �rrr[a1►►�r m w a O O U " o w for Z I4u�4kr 6 CO cYS U Fw- z Q U o O U " w CZ z O Z o O z fn O of CL Q o0 w ❑ U W 0 I- ❑ F- z 07 U O LL W O W o z O Z 0 06 wZ~M" E U in Z Z Z U2� O W i=0F0Z�� W- J O J U) z w ' ♦ rn � Q=o�,v� = vAx LU Z Qwzoo 06 W ¢ 0 �C6 //�) N J U L- U N QJ LU Z° O o I-- U� U W Q W z = ❑ W C/) 00 t!1 a 0 r. z C4 � M O J J LL Q z Q w 11 J LL WwMa g LU ca O > � o _0z0 F w�°-a LU V� J Z Q S2W0W�H �oQO�to U) STRUCTURAL ENG: BAD Q DRAFTING: z STRUCT DP W-_ ._......_ _....... 0 QC CHECK: C U5 --- -- ------- _... JOB No. DWH-2170398 = SCALE. AS INDICATED NOTES & ~ DATE: 03/22/17 CONNECTOR LEGEND- S5ml 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. ��IIII' I L I 11 COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN < (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN OH (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST OP 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3-1/2"4-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET, O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & a'EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)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" x 21' 10d .148" x 3" 12d .148" x 3-1' 16d .162" x 32" 8d RING SHANK .113" x 2a' 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 SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) SYP(Ib) META16 w/(7) 10dxl2" NAILS OR Q META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 2] (1)ply TRUSS (10)10d x 1"' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (2)ply TRUSS (12) 16d x 11" NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 11" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12' NAILS 4] (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ElH2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS Q (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 3140 3140 HTT4 w/(18)16d x 2-1" NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)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 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1500 EPDXY MIN, 7" EMBEDMENT CMU HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. 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 WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN, 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE 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/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x22" PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2xl0 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x2t" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl1.25 (2)1.75"xl1.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)a'x22" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"xl 1.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR 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)1"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"xl6" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL . U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2-PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2xl0 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2xl2 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"xl 1.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ I' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON -BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE 1S ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 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.G. 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 4" 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.G./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. .n en EXTERIOR FRAME WALL SCHEDULE (DWH) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE V-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 91-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 101-01. 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. J w < z n w 0 C0 w 04 z 0 F- Z 00 LU = I-- tr) (I W 0 0 0 u (/) (D w z r) 0 w O. -j LL W Lu LL 0 W 0 C14 (0 .01 W 04 0. 0 00 '�fr� 0 Z ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B N . w '. : L) z el WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY 8'-8" T.O.M. 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. uj 0 % N z Ir 0 LL LU 0 0 L) 0 z 04 cli U LU 6 z CL u C .2 0 z rrll LL 0 0 U) z 0 z Fn > 0 am 0 0 F- Q z (D —j U) q u- Lij 0 CL 0rn Jtigv z U) 0 06 Uj z LLJ E I - (In 8 (D <Z -U--6) Z (.) 9 cg z F- 0 00 U0) u'j (0 z (75 CO uj < 0 0 UIL) : S 0 0 il- � u J w -0 z Z D co F- Z E << zo m 0 0 10 0 m(L Cu) Q� C' w Q LLJ LL LL 04 < z Z 0 O 0 0 q 0 Lu z w r o w LL, U) 0 a. (D ti z C4 0 LL z w > w 0 0 U) LIJ Z z < w W) F- LLF M U) W _-00Q M '-j 0 F- w_� 0 —j 0 z 0 zLU 01 0 III w e 0. CL w �: I-. Z C, Q _j < U) wo uj UJ 0a 0 U) STRUCTURAL ENG: BAD z W._.._._-__...---.---_--- -STRUCT: DIP 0 QC CHECK: cc w JOB No. DWH-2170398 U) SCALE: AS INDICATED DATE: 03/22/17 ROOF FRAMING PLAN 1 /4"=11-011 S 5 .2 ' )OC IATES, LLC is strictly prohibited. I I I_ Il...,.� i.11a'��...ul'LI!V w - W SHEARWALL & EXTERIOR WALL SHEATHING F- Z Q Q w SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING ❑ REQUIRED SIZE SPACING SPACING SPACING REQ'D. w� BREAK HEADER OVER JACK STUDS AS REQ'D 15/32" FULL HEIGHT ALL PANEL 8d 3" O.G. 6" O.C. 12" O.C. EDGES o N HORIZ. EDGE NAIL SPACING Z IlkO HOLD DOWNS REQ'D. AS NOTED ON PLANS NAIL TOP PLATE TO Z HEADERS W/ (2) 16d ❑ 0PASLODE NAILS @ 12" O.C. 2-1/4"X .099" DIAMETER POWER DRIVEN L COATED SCREW NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. Uj- 12" SPACE CHANGES TO 8", 6" CHANGES TO 4", AND O U THE 4" OR 3" CHANGES TO 2-1/2". U (n NOTE: O W HEADER TO BE CONT. PROVIDE BLOCKING Q Q TO EDGE OF WALL @ ALL SHEATHING EDGES. � m o a o LL a� W WN z O STRAP PER PLAN o z �® � �,'y® N ®®® •00®®®0`7������'® LLI N EMBED A HPAHD22 AT ° ®® t`S CL 00 o o WIDE FACE OF STUD > STRUCTURAL 2 STUDS MIN. @ EACH HOLD DOWN = t1. a1 i�.Uj 2 ._ aM .J,- �N Q SHEATHING = ° C CU �C) ® Co 0 Q °•',,.1® w GVi `� ❑ NAIL SPACING @ 12" IN FIELD Q rj tr PIS®k®®® C <C O rrrr�naaao �m U_ / w FOOTING CL BREAK PLATE AS O O REQ'D. TO INSTALL U HOLD DOWN ADD A ❑ STRAP PER PLAN 3 BOLT WITHIN 6" Q gi4pl9l. N C U ��J O ANCHOR PER PLAN ALTERNATE HOLD DOWN DETAIL HOLD DOWNS AS W a m 0 Ov z 0 REQ'D PER PLAN = 0 ^ U Q WOOD 2X STUD U_ O G 4 SPACING MAX. 16" O.C. MIN. OF 2 STUDS z ZG REQ'D. @ HOLD DOWN �1v9 LOCATIONS O 0 � FRAMING AT CANTILEVER INTERIOR SHEARWALL DETAIL L NOT USED 1 /2"=1'-0" 3/4"=1'-0" U W F- ❑_ V Z Q LL L W J O U06 Q 0) W EO ZI-U)Q Q .. z�U_ O1 LU —OmO Z� Oz''^^ 8 ZZ zE J W W Q O <aa W N J W ZLLJ J Z LL L) o i-- O o O �' U Q W Z W _ w cn O CL ti (0 z N 0 M O J ❑ U. LOA LJJ 011 LL ❑ to W Z Wko�.f I¢— ) U)0 H N _�_j Z WCF) 0 w W le I— IZ. Z o LU Uj ar ❑>Q LU UCLp��d' 7 F- STRUCTURAL ENG: BAD Q DRAFTING: H Z W -STRUCT: DP QC CHECK: CC W JOB No. DWH-2170398 SCALE: AS INDICATED DATE: 03/22/17 S600 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. OF OPENING (2) 2x TOP PLATE W/ (3) TYPICAL TIE BEAM W/ W OTE: THIS DETAIL APPLIES TO THE 12d END NAILS TO 3000 psi CONC. W/ (1) WATERPROOFING BY Q P.T.TCENTER LAST STUD ° PROVIDE STANDARD 2x6x12 P #5 REBAR CONT. BUILDER w HOOK I BUCK FOLLOWING CONDITIONS: ° 4 PRE -CAST LINTEL PER STD HOOK PLAN 1/2" J-BOLT w/ 5-1/2" " > EMBED.CENTERED (1) EXTERIOR FRAME WALL TO CMU (3) INTERIOR FRAME SHEAR WALL TO CMU INTERIOR LOAD BEARING FRAME WALL TO P7 STUD OR — 2x P.T. NAILER O f? I ALTERNATIVE 1X PT ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16" x 3 1/2" 12" O.C. 1 3/16" x 3 1/2" " 2x8 3/16" x 3 1/2" 1 12" O.C.E:j2:j z C) w 0 F w (1) #5 IN TIE BEAM ATTACHED w/ (1) 1/4"x CMU WALL ` FURRING TO CMU W/ (1) #5 BAR IN PRECAST 2-3/4" TAPCONS @ 24" SEE PLAN FOR ADDIT'L 2x FRAMING PER PLAN FASTEN PT 2x BUCK N LINTEL O.C. AMX. & 4" FROM WALL FRAMING INFO. I TO MASONRY NOTES: ENDS °4 TYPICAL FILLED CELL 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF p (2) #5's VERTICAL IN w/ 3000 psi CONC. W/ WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" H Z GROUT FILLED CELL GARAGE WALL (1) #5 REBAR VERT. FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF © 0 BEYOND VERIFY w/ PLAN FOR BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. REQ'D LOCATIONS 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x Z 2x6 P.T. BUCK EACH BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" wo n, IMN TO m SIDE OF OPENING BLOCKING AS CMU WALL AS REQ'D O.C. @ EACH SUCCESSIVE BUCK O V ILLED w SPECIFIED IN BEARING PER PLAN �, 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME U cn I— U � • (5) 1/2" DIA. J-BOLT W/ WALL SCHEDULE (4) EQ. SPACED 1/2" OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Z W (1) #5 VERTICAL IN W a c� I— 5-1/2" EMBED. AT EA. TITEN HD ANCHORS w/ (FASTENING) ARE MET — C) GROUT FILLED CELL IF ( o7 ¢ = Q DOOR BRACKET, EA. I MIN. 1 3/4 EMBED: FOR E P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN �_ REQ'D PER PLAN I— - 00 O SIDE OF DOOR. BASE PLATE ° I HOLLOW BLOCK OR MANUFACTURER'S SPECIFICATIONS. M 0 PROVIDE 2"x2" CONNECTION PER BRG SPECIFICATIONS. m m > WASHER W/ EA. I 3-1/2" EMBED.FOR WALL SCHEDULE ° Q NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO SOLID BLOCK. MAX. 6" LINTEL PLAN FOR¢ CURB, FROM TOP &BOTTOM ADD T'L REBAR INFO REST EQ SPACED 24" O.C.) I OR 1/4" TAPCON W. f'i MIN. 2" EMBED. 6" I'. � w Lu FROM TOP & BOTTOM H & 12" O.C. BETWEEN O VERTICAL REINFORCEMENT DETAIL fill]10�GARAGE BUCK DETAIL AR -BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL 111111 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 - - 3/4 -1 -0 `° r®04 ....,�®Y�,��°®e��r® wa � NOTE: CUT BACK 2x8 •;. LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN ••®®" N �" d o P.T. TOP TO ALLOW SEE TYPICAL HEADER TYP. TRUSS TO FRAME TYP. TRUSS TO FRAM STRUCTURAL . I Z CONT. 2x4 BLOCKING AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL TYP. TRUSS TO FRAME CONNECTION PER CONNECTION PER SHEATHING ' W 4 U . < U _ 2 TAPCON ANCHORS "tl INFORMATION CONNECTION PER STD. CONNECTOR ONNECTOR 00 -� ,Q STD. CONNECTOR NOTES NOTES C� ®> ®®o �� ® v® - � PER 2x8 ... ( HEADER CAN BE EITHER UPSET OR LAST STUD OF NOTES 2x PLATE FRAME OUT TO BLOCK FRAME OUT TO BLOCK EDGE ® Q '•. ®" � �� / "••'" F�G®�®'~_ p DOWNSET) KNEE WALL JOINING FRAME (2) EDGE AS REQ'D / P�® U_ UP TO MAIN HOUSE OUT TO BLOCK (2) 2x TOP PLATE 2 /a ®®®►111liaaPae ```®® 2x BLK'G. TO O.S.B. W/ WALLS SHALL BE EDGE AS REQ'D � ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END ATTACHED TO MIN. LAST STUD OF (2) 2x#2 SYP SEE PLAN LAST STUD OF cn HEADER PER --�' (2) 2x FULL HEIGHT KNEE WALL JOINING FOR BEAM SIZE (ONLY KNEE WALLJOINING uy LOCATION WALL STUDS w/ UP TO MAIN HOUSE IF OPENING PROVIDED UP TO MAIN HOUSE a END VIEW w/ CMU (3) 16d COMMON (2)-16d NAILS @ 12" O.C. (2) 2x TOP PLATE WALLS SHALL BE 2 2x #2 SYP SEE PLAN PER PLAN) WALLS SHALL BE ATTACHED � O O NAILS (TYP.) ATTACHED TO MIN. HEIGHT I F FOR BEAM SIZE HEIGHT' U Q I 1/2" x 8" ANCHOR BOLT WALL STUDSEWGHT Z ,ijG ��601y1�� HEADER (SEE PLAN) MIN. 2x4 SPF #2 KNEE WALL - STUDS w/ (02 NAILS @ 12 I OR TITEN HD 32 @ O.C. & FROM (2)-16d NAILS @ 12" Q s'h' N U 3� WALL WITH STUDS @ I C16d I 6 EACH O.C. C o 2x4 SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN O END w o BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE p Z U O 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SHEATHING ON BOTH MIN. 2x4 SPF #2 KNEE I 2x PT BOTTOM WALL w/ STUDS @ 16" L < Q o NAILS SIDES FROM TOP OF BUILDER FRAME WALL WITH STUDS @ PLATE SHEATHING FROM U Z ARCH PER ELEV 2x BLK G. TO O.S.B. W/ 7/16 OSB EACH SIDE, WALL TO BOTTOM OF BEAM. ATTACHED PER RADIUS AS REQ'D 16" O.C. W/ STRUCTURAL I TOP OF WALL TO li O� l O ti4 H I,CD (2) - 8d EACH END W/ 6d NAILS @ 16 O.C. NAILING SCHEDULE SHEATHING ON BOTH PRECAST LINTEL OR .,, . BOTTOM OF WALL. cn Z V �S�GZ� q,m U TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS SIDES FROM TOP OF KNOCK OUT COURSE ATTACHED PER O Z�' �1ti9 - 2x BUCKS, AT TOP AND SP1 CLIPS WALL TO BOTTOM OF BUILDER FRAME • .tl. NAILING SCHEDULE > O g END VIEW w/ WOOD AT BASE ARE BEAM. ATTACHED PER RADIUS AS REQ'DOTHERWISE MASONRY WALL AT TOP AND SP1 CLIPS 0 z Q® REQUIRED NAILING SCHEDULE W AT BASE ARE REQ'D d ARCH WINDOW FRAMING DETAILS fiVFOP, KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL W 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" 3/4"=1'-0" U PRE-ENGINEERED _`` 12 TRUSSES PER PLAN @ (TYP) SEE ELEV. J Z 24" O. C. MAX. DOUBLE 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. Q (D OUTLOOKER OR � W _3 TYP. TRUSS TO FRAME � CONV. FRAME OR L- J � o IF REQ'D, PROVIDE CONNECTION PER STD SHEATHING VALLEY TRUSSES PER O C) ti CLOSURE WALL w/ CANTILEVER Z ~ z LU J E CONNECTION NOTES SINGLE TOP AND BASE PLAN O 06 w Z � ti E PLATE w/ (2) 16d NAILS ~ (� Q o TO TRUSS. STUDS @ p Z U o O �_ zw z CO N EXT. SHEATHING I\ `t C)vi ATTACHED PER �� 24 O.C. & EXT. 08 : NAILING SCHEDULE J � J U)ESHEATHING INSTALLED FROM TOP OF GABLE TRUSS w —D Q o o � :s .2 PER NAILING PATTERN PRE-ENG.TRUSS PER H Gt F_ w W o KNEEWALL TO BOTTOM �/ Z Z : co � Z E OR SP2 CLIPS AT TOP I I-- L1� O �,p � 0 a EXT. SHEATHING; PLAN, 24" O.C. MAX ¢ Z ATTACH PER NAILING ROOFING MATERIAL �y AND SP1 CLIPS AT W U � cn BASE ARE REQ'D. SCHED. PER ARCHS w 77 Q w N (2) 16d NAILS TO EA. U W L Z O 0 2x BLOCKING CRICKET AS REQUIRED Z COMMON TRUSS ..---- SEE FRAMING PLAN Q J MIN 2x4 STUDS @ 16" FOR CONNECTION I— W O O/C MAIN SPAN ROOF INFO 00 I— ( i'� 2x P.T. PLATE TRUSS SIMPSON META16 @ U I �~/ SEE ELEVATION U 32" O.C. GABLE TRUSS TOP OF MASONRY Q LLI " MAIN SPAN ROOF Z = 1/2" x 8" A.B. OR TITEN TO MASONRY. AT TRUSS HD @ 32" O.C. & 6" WOOD WALL SEE ARCH PLANS FOR a�—^-'• FROM EA. END, CENTER ---_ LOCATIONS USE UPLIFT CONNECTOR '' OVERHANG INFO w ON BASE PLATE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) O (SEE SCHEDULE) 32" O.C. MASONRY WALL '•. � M TOP KNOCK OUT SHOWN, SEE PLAN RE. ELEV. CD COURSE W/ (1) #5 MASONRY WALL PER FOR WOOD OR FOR O.H. Z N CONT. PLAN MASONRY Q M TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. O J F1 KNEEWALL ABOVE MASONRY WALL GEO GABLE END AT VALLEY FRAMING GRou7 soLID o �- c U) W11 A 2x STUDS @ 16" O.C. FOR KNEE WALL X -W.I LL WINDOW PER > OLSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT .M F FLOOR PLAN Q W LLI Q ROOF SHEATHING FOR STRAP W M V) C O CONT. ROOF SHEATHING NAIL PER PLAN r _ co O ` PRECAST CONC. OR J Q PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p POWERS STEEL SILL O W = 1 TO TOP CHORDS OF TRUSSES BELOW WHEN TYP. ALL WINDOWS D DO S I @ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS �'+ 1 J V Z BELOW AND CONNECT w/ HTS20 @ 32" O.C. % Z i O) O — EXT FINISH PER PLAN W a d. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW I w V ti Z --- O / \ 2x PLATES OVER ROOF DECK PER VALLEY H i A .} K ,FLa+ MAIN FLOOR W O Q FRAMING DETAILLU � 'ELEV 0'-0" DOUBLE TOP PLATE O B CONC. SLAB � VERT REINF. BEYOND � SEE FOUNDATION NG: BAD O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR _ STRUCTURAL ESTRUCTURAL E /\ H RAFTER � C PLAN FOR MORE IN III —III- Q DRAFTING.. I- MASONRY WALL PER w -STRUCT: DP __.. - -- -.. - --- -- -- - -- ._._ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ \ E I I- PLAN QC CHECK: CC FINISH PER ARCHSFIN SEE FOUNDATION w T -----_—_..—_-----..._.__ JOB No. DWH-2170398 J STRUCTURAL SHEATHING PER PLAN AND ROOF DETAILS FOR FTG INFO CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G SCALE. AS INDICATED ORAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER ~ DATE: 03/22/17 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D DORMER FRAMING DETAIL NOT USED ASCTYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SD1 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,I III I'IIII 'II6 ! � Illf I I I �L ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN SIMPSON I-, DIAGONAL TO BEAM NAIL GABLE END BOTTOM CHORD TO PLATE USING 10d NAILS AT 12" O.C. PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL BELOW SIMPSON A35 CLIPS @ I. II WHERE O.H. IS > 1'-0", DROP LU GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 24" O.C. 24" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. T RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. 1= Q SIMPSON LSTA18 SIMPSON LSTA18 @ NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF O O.H. SIZE BLOCK ADJ. BAYS @ w C) @ BRACING IS TO BE TRUSS WITH (3) 12d TOENAILS. 48" O.C. AND AT ENDS 48" O.C. AND AT ENDS SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN p SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) SHEATHING NOT REQ'D SHEATHING NOT REQ'D H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF TO BE CONT. @THE SHEATHING TO 1 -0 MAX SEE PLYWOOD CANT. O.H. -- __ TRANSITION FROM TO BE CONT. @ THE BLOCKS w/8d NAILS O.H. SIZE v TRANSITION FROM WALL TO GABLE @ 6" O.C. o BEAM TO GABLE TRUSS \ CONT. 2x4 WHERE O.H. IS > V-0 W TRUSS 2x4 DIAGONAL BRACE DROP END GABLE w/ Z DOUBLE 2x TOP PLATE \ O @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z FASTEN SIDE WALL \ \ BAY REQ'D w/ O.C. TO RUN BACK TO p 0 BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS w — (5) 16d NAILS BRACE \ \ CHART WITH (3) 12d TOENAILS. CONNECT TO DROP w lin EXT. SHEATHING; — TO BLOCKING \ \ GABLE BRACING SEE CHART (+) GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. 0 ' SIMPSON H10A ATTACH PER PLAN U DIAGONAL TO TOP _ O W PLATE L PROVIDE 2x4 BRACE Z Q TO EAADJDIAG� FASTEN . . . TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 _j BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART 2X4's@24"o.c.CID (5) 16d NAILS BRACE p GABLE BRACING @ 48 = TO BLOCKING -- GABLE END p O.C. NOT REQ'D 6' A A PROVIDE 2x4 BRACEFROM EAVES SHEATHING FASTEN ; GABLE END TO EA. ADJ. DIAG. PER PLAN w W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 45' PER PLAN. 16d NAILS. O SIMPSON H10A DIAG CONTRACTOR TO FIELD VERIFY WHICH — — . r CONDITION IS REQUIRED. CONTACT FOR TO BLOCKING O ��` �05"•®• �,2, B®� N FOR ADDITIONAL INFO AS REQ'D ®" ®®"Q�Cy Uj SIMPSON A35 CLIPS @ SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J-BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w MAX. ATTACHMENT w/ (3) 10d _ z TOENAILS EA. END 17) w M 2x TOP PLATE TO I U_ "= v GABLE END W/ 16d I� p CIO NAILS @ 6" O.C. O FRAMING FOR FALSE Li GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H b 7'-0" (1) 2x4 BRACE 7'-0" < H!!:- 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE LL y N W� t7C 0 Q 0 N z BRACING @ 48 „ 1`'---- PROVIDE 2x BLOCKING " > 4" Z 0GABLE ®. Q SEE GABLE FOR NAILING O.C. MAX. 45o FROML • CONNECTION DETAIL HORIZONTAL (+/- 10o) O � FOR Q'IONS BRACE NOT REQUIRED J ®'''ASA�6111i�11�1r®�®`® ONNECT 6' FROM EAVES. TRUSS PER PLAN Q �= Q O EE J SEE PLAN FOR f= m w 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH DOWN OF JACK W (2) 10d NAILS TRUSSES d PROVIDE BLOCKING � l V BETWEEN TRUSS BAYS p O „ U SIMPSON A35 CLIPS @ BEAM, IF REQ'D w/ (3) @ 48 O.C. FOR FIRST 3 " 24" O.C. 10d NAILS EA. TRUSS _— 2x4 BRACE IF REQ'D BAYS ry M SEE GABLE WALL PER PLAN C] w f BRACE SEE CHART. CONNECTION DETAIL Z O �,�����°'�i�' TIE BEAM COURSE w/ 1 FOR REQ'D MAY AL OBE SHOWN; Q �� OfylN O 2x4 STUDS @ 24' O.C. w/ ai U 1 3j a #5 CONT. SINGLE BASE & TOP F� PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ CONNECTIONS MASONRY) SHEATHING COVERING IF REQ'D @6"O.C. DIAGONAL BACK TO ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** C = U CF>O DIAGONAL CMU WALL CONNECTION CLEAR SPAN CONNECTION ---GABLE VERTICAL • " 0 9 z 1 8 • " LL ��,� 2ND 2x4 BRACE IF O (� ���� x I �--'`�-~ REQ'D, SEE CHARTL;�:4 Z Z 6n ipiI'l GOti U ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** ° ti9 A -A GABLE VERTICAL BRACING 2x6 � O 0� Q 10d COMMON NAILS @ Of 8„ O.C. CL Li cc GABLE END @FLAT CEILING CONNECTIONS rGEO GABLE END BRACING GE03 GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=V-0" 3/4"=1'-0" 3/4"=1'-0" 2x4 BLOCKING @ EA. — PROVIDE 2x BLOCKING U) OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d O Z ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ vzj J 2'-0" MAX. EACH END.AT 24" O.C. ROOF SHEATHING U- Uj J ,� o SPAN 2'-0" w/ 2 16d STUD TOP &BOTTOM W J o v END NAILS EA( END (TYP.) (END NAIL PLTS. PER PLAN O p o�ti TO STUD TRUSS PER PLAN Z DTC CLIP, (2) 8d NAILS Q 1— Z 0) W 8 2x FASCIA w (2) 16d I— W U Q INTO BLOCKING, (4) 8d Q O END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE 0 Q O ° O � OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS J H SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER w _ Q = 0 � v 2 — HOLD WALL 3-1/2" @ EACH END = J 55 0 '2 W w DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE _ Z Q a z p OE O 1'-9" MAX. NAILS @ EACH WEB f- �/ O w o- � 0 = OUTLOOKER TRUSS PER PLAN LJ� U o v. ¢ 0- HEADER PER PLAN IF WHEN CLOSURE WALL N � REQ'D. MIN (1) JACK & Z EXTERIOR SHEATHING. U w N a TRUSS PER PLAN IS 3FT OR TALLER - 2x ATTACH PER PLAN STAGGERED @NAILS w LU W Q O (1) KING STUD w/ SIMPS. SYP#2 BOTTOM LSTA18 HEADER TO o_ FROM TOP OF WALL O.C. EA. FACE OR (3) Q O , VARIES STUDS TYP. BASE BLOCKING REQ D @ w w TO BOTTOM ROWS 12d NAILS p w ~ W RAKED DOUBLE TOP CONNECTION 24 O.C. MIN (2) TRUSS BAYS W/ (3) 12d 2x8 #2 SPF STUDS AT STAGGERED @ 12 O U ♦ PLATE SHEATHING PER PLAN TOENAILS EACH END. 16" O.C. O.C..: FOR 2X10 OR GREATER HEADER Q v W CEILING NAILER AS _— 1/2" x 8" J-BOLT @ 32" DTC CLIP, (2) 8d NAILS ATTACH 2x4 LEDGER Z W , REQ D ___ ; 4 2x8 #2 SYP PT. BASE = NOTE: PROVIDE ADDIT'L O.C. AND 6" FROM EA. INTO BLOCKING, (2) W/ (3) 12d NAILS @' PLATE W/ 1/2" x 8" BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ END w/ NUT & WASHER MASONRY WALL OR < . 3/16" x 2 3/4" TAPCONS EACH STUD LSTA30 HEADER TO pw LINTEL SEE PLAN p' IN CMU. OR SIMPSON ANCHOR BOLT OR STUDS U.N.O. � �— PER HIB-91 & TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA. TITEN HD @ 32" O.C. & d MANU.'S DRAWINGS; SIDE OF EA. STUD. META16 MASONRY WALL OR 6" FROM EACH END DOWNFRAME TO 2M CEILING GYP. BD. IS 2x8 #2 SYP PT BASE ;'4 , �� CENTERED BETWEEN LINTEL SEE PLAN NOT A DIAPHRAGM PLATE FRAME AND CMU SEE DOOR SIM TO WF01 / O STD CONDITION @ CMU VAULTED CONDITION @CMU SD1 z N CMU WALL PER PLAN WALL SPLICE DETAIL p<C FOR REQ'D FLASHING M O LJL 0 GABLE END @ VAULTED CEILING p z Q 3/4"=1'-0„ 2X STUDS TYP. w O 11 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d ATTACH JAMB STUDS Q .I LL PER WF08/SD3 Cl) W Z 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, ZQ W - L Q (4) 8d NAILS TO TOP ATTACHED TO FTG z wl �-- N WAY UP HEIGHT OF BASE PLATE TO BE I- S W M V) VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ USING 1/2" 0 J-BOLTS = C/) 0 Q EACH END (TYP.) OR EPDXY ANCHOR @ TRUSS PER PLAN 0 W Z F— w 2x6 RAFTER TO 2x8 TRUSS PER PLAN BASE PLATE & WALL p J (,) z O 1 O RIDGE BOARD W/ A35 OPENINGS & 32" O.C. w � — o o ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 00 W/ 7" MIN EMBED. & 2" (0 LW dam' " a INTO BLOCKING, (2) Op O WASHER. AT SLAB w I-- h -� RAFTER TO OPP SIDE Nj STEP DOWNS, EMBED. Z (AS SHOWN) 3/16 x 2 3/4 TAPCONS F G p (� J Q MUST BE 7" BELOW � Q I IN CMU. OR SIMPSON W Q W 1- 2x6's @ 24" O.C. MAx. STEP -') — 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. > a FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d 2x6 MIN. PLATE THRU P.T BASE PLATE Q O W SHEATHING PER PLAN END NAILS @ EACH ? 0 M w W/ 1/4"x4-1/2" SIMPSON END. NOTE: CONTRACTOR TO NAIL I SIDS SCREWS TO TOP ; a LAY 2x4 BLOCKING @ 1st KING STUD INTO HEADER srRucruRA� ENG: BAD _ - — — — — — — �J CHORD OF EACH WALL SHEATHING PER DRAFTING: 24" O.C. OVER THE PER HEADER SCHED. THEN SP4 @ BASE OF EA. J PLAN LINTEL PER PLAN STUD U.N.O. SEE Q 96. TRUSS BELOW TOP OF THE BOTTOM ATTACH ADDIT L KINGS AS FASTEN CONV. 2x 2x WALL, SEE PLAN a ` CHORD. ATTACH W/ (2) REQ'D. SEE SCHED. FOR BEARING WOOD WALL z -STRUCT: DP Ly -1 VALLEY RAFTER 10d NAILS @ EACH NUMBER OF KING AND JACK SCHEDULE ON SHEET - �, TRUSS @ 24" O.C. STUDS REQ'D. S5.1 FOR F QC CHECK: CC tL JOB No. pWH-2170398 Fy �� FRAMING (OR PRE-ENG MORE INFO. w JP VALLEY TRUSSES) TO �j 2xPLATEWITH STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL _ SIMPSON MTS12 OR = SCALE: AS INDICATED LSTA12 & (5) 8d NAILS ~ DATE: 03/22/17 @ EA. RAFTER TO PLT. TYPICAL HEADER DETAIL NOT USED FIELD FRAMED VALLEY DETAIL -U NON -BEARING WALL CLIP DETAIL FO D2 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. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: J W PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN Q 1— BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION h Q LONG. TYP. ASSEMBLED WALL 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY,) EDGE DISTANCE W TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER V&AIL p INSTALL SIMPSON TOP PLATE. ATTACH �p g O.C. (FOLLOW 1" EDGE 1 1/2" EDGE `I��j/-J� � PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING ry • NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS' + + ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP 10d x 3" COMMON o 10d x 3 + (2) 10d NAILS @ 3" O.C. Z TOP PLATE W/ (3) 12d o WITHIN 48" OF SPLICE PLATE SPLICE p w • • TOE -NAILS TYPICAL AT LOCATIONS) p z z + THEN (2) ROWS 10d ALL LOCATION p 2 1/2 w 0 2 O NAILS @ 8" O.C. z p w 2 1/4" O iv z Z OTHERWISE 2x4 WALL BEYOND A8"M� N 1 1/2" W Q U Q ¢ p 0 AGAINST 2x8 STUDS ti - Q N ~ °- w A TACHED PER N N w (I 8 N 10d x 3" COMMON - °LO ~ AT til/N (WF08/SD3) " a LU . • OVERLAP TOP PLATE o0 ° w w AT CORNER 10d x 3" COMMON OPP. O N TOP SPLICE @ SIDE z z w DOUBLE 2X4 TOP NAIL BOTTOM PLATE O U U o U 10d x 3" OPP. SIDE Z 0 PLATE ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT z I I a I I a 1 1 z_ UP COLUMN BELOW W/ a �' 10d x 3" U' TOE -NAILS TYPICAL ATTACH 2x4 STUDS TO co � op TOP PLATE W/ 3 12d AT ALL LOCATION (2) 10d NAILS TOE -NAILS TYPICAL AT ALL LOCATION OPP. SIDE O TOP SPLICE COMMON DISTANCE PER DETAIL _ - - -- -- BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION AV I I LL > STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's ;, = LU W INSIDE PLY NAILS NAILED AT 8 O/C (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. ` OUTSIDE 2x's U_ TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) fiFO�TYPICAL TOP PLATE SPLICE @BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3 ) 2x COLUMN-11 Q ` �®Illlllf///�� (V 3/4 -1 -0 1-1/2"=V-0" �j!'s N 1, co 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 3/8„ SHEATHING PER PLAN` °' cv ®�t��, :;Uj Zo BEYOND 1 SHEATHING INSTALLED VERTICALLY. 1 NAIL SHEATHING AT FRAME WALL BOTTOMPLATE ,, z O AND AT FLOOR TRUSS TOP & BOT:PLATES USING (1) ®� �N _ _ _ _ _ _ — — — _ — _ — w = ROW OF 8d COMMON NAILS @ 3" O.C. ROOF SHEATHING, - ' 0 Z U — — A -NAIL PACING FASTEN PER PLAN ;� � p: � ,� t� Q J 6 IT � TFII— a _ ? w 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" °I S 201" SC,g6 Olt" SCq ROOF SHEATHING, s ��w G ¢ p II 11 I I II II a O 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" k<�tiG A FASTEN PER PLAN <<cNC p R� FASTEN PER PLAN ^',� o ®,���`®�. ¢ O III 11---L1—-_--`----- ��z� O @3"O.C. _ a — ° O'�ps yup 'y F-®`�® 1lllle\�`r��®' � 00 � 111 III I I II I WALL SHEATHING O = 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. ti ti 2x4 FRAMING @ 24" SPLICE, SEE SPLICE U.N.O. ON PLANS A O.C. MAX. 111 11 I 11 11 I -- 1/2" 2x4 FRAMING @ 24" W DETAIL. MAX 1/8 g 2x4 #2 SYP CONT, w/ (2) III OPENING 11 I 11 11 1I �- w O STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" -� SPACE BETWEEN w �_ COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILSo- NAILS AT JOINT 2 PANELS Y @ 4" O.C. PROVIDE (4)10d x3" MEMBER, OYP. (MAX.0o 3 III 1�01I 11 U) U) © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & PER-ENG TRUSSES NAILS AT JOINT III TYP. III II 11 I I O STUD PER PLAN 2x SCAB w/ 10d NAILS 24 O.C.: IF MASONRY w o AROUND 2x STUDS BEYOND, BOTTOM III 11 I II 11 11 SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS Q l,I,,Illdlul, f�6jfyl III OPENING III I I II II SEE PLAN FOR MORE UL (D (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION Q VERTICAL MEMBER IF GABLE END PER-ENG TRUSSES W/ MIN. 2" EMBED. @ ri �U o O 2x FASCIA 24" O.C. INFO I- I— O SHEATHING & PER PLAN 111 -�I— — -jl— 11 I 11 11 1 w z BLOCKING GYPSUM WALLBOARD 2x FASCIA PER PLANLIJ] z° 111 III II II 11 = } � O NOTE: CMU WALL PER PLAN tv (2) 8d TOE NAILS TO 1 1 I I I U) a t- TRUSS CONNECTION (2) 8d TOE NAILS d U c o III III II I I I I o = O l­- 15/32 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER TRUSS PER PLAN = o c m RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT 2x4 PT LEDGER W/ C) Z IJL—=1L_ ��_��—����� 2x4 LEDGER W/ 2 16d — — — — — — — — — — — — — — � O AS NOTED ON PLANS. NAILING PER 1/4" x4" TAPCONS @ 12" SCHEDULE D.C. 2x FRAME WALL PER O w NAILS @ 16 O.C. 0 r l pi FLOOR SYSTEM 07 `" PLAN z V G� U — — — — — — — — — — — SHEATHING SPLICE NOTE: SAME THICKNESS AND 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY O Z 0$ STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE � � CUT FIT 2x BOTTOM PLATE NAILS E E H 16d PLAN (TRUSS SHOWN) O Q OPENINOG SIZE 1 BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END 0 SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8 THUS NOT 12- Q m TO BEAR ON MASONRY OR CONCRETE UNLESS FELT NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IFry fiFl)�EXTERIOR SHEATHING SCHEDULE PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF PLYWOOD SHOULD BE MAINTAINED (- REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS MERITAGE SCALE: 3/4"=1'0" 3/4"=11-01. OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS F-- SEE ROOF SHEATHING, Z NAIL PER PLAN 2x4 #2 SPF Q J PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24 O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS w LIJ -i o SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END X x Z fn N xx ojf Hz� J� @ EACH STUD 12d NAILS @EACH END ;$ O W �, E --- - 2x12 BOX HDR w/ 2x8's W C9 Q z _ U_ TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL U Z U o o il PRE-ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF p ( w z `O N ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. -j Jch z a a $ FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS = _ p o g W 1. v 0 SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF ++ ' + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF F' z z co z E SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING LL a CONNECTION O 2X8 w/ (2) 10d NAILS @ x x + * 3: . N 16" O.C. MAX. TRUSS w/ 4 12d NAILS CONNECTION ' U STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL w W Q ti 2x BRG WALL, SEE U I-- U- v N Q TOENAILS INTO OTHER SEE WALL CLIP DETAIL W PLAN FOR STUD SIZE & � � TRANSOM BETWEEN TRANSOM BETWEEN Z J Z SPACING. MIN (2) 2x SEE FLOOR PLAN FOR TRUSS FOR MORE INFO 2x8 #2 SPF VERTICAL O.C. w/ EXT, W Q 0 LINTELS UNDER GIRDER TRUSS LINTELS MORE BRG. BRG. WALL INFO 2x8 #2 SPF VERTICAL @ 24" LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN I" U.N.O. @ 24 O.C. w/ EXT. SHEATHING PER 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & U w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 4 4 12d NAILS EACH Q W 2x BLOCKING NAILING SCHEDULE & O z W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP _ _ �.. SIMPSON LSTA24 EACH lit (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS w ATTACH 2x TO U) STUD VERTICALLY VERTICALLY ALONG W/ WEBBING) (0 �- 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 a - 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 @ 2x8 w/ (2) 10d NAILS @ 2_ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY Q M U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER O J fiF1 SECTION @ DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/TRANSOM S02 HEADER @POCKET SLIDER w/ TRANSOM(P�SO3 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER UL 3/4"= V-0" 3/4"= V-0" 1 /2"=1'-0" 1 /2"=1'-0" 1 /2"= V-0" 1 /2"= V-0" w �' W W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X BEAM INTO LONG SPAN AS INDICATED ON BEAM Z u) LU Z 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; � SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN TO GABLE END STUDS w/ (2) 1/4 X 3/ Q Lu - W) Q STRAP IS NOT REQUIRED. SIMPS. SIDS SCREWS @ 16" O.C. MAX.; M W M (n TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) _ 0 P IH ^ co 0 EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS USE x 2 3 C EWS/TAS AT 12" O.C. USE (3) SCREWS/TAPCONS FOR ALL LAP BEAM PLYS AND CONDITIONS @TILE ROOF W3: H 12 Z NAIL AS SHOWN (5) 10d SEE PLAN Z Y V NAILS PER PLY EXT. BEAM PER PLAN CD W 0) CL 0- SIMPSON H3 CLIP �5 W d' 2x4 SYP #2 LEDGER. w V� I i Z _ HTS20 CLIP FROM TO STUDS OR BEAM w/ SHEATHING PER PLAN POST TO BEAM (2) 1/4" X 4'/" SIMPS. U W �_ W Q F- (4) 10d NAILS FOR LU Q PLAN VIEW @ TOP OF POST SDS SCREWS @ 16 CONV. FRAMED O w O.C. MAX.; PT POST PER PLAN TO GABLE END STUDS MEMBERS ONLY H Q O W L)MD�OCet ABU POST BASE PER w/ (2) 1/4" X 3%" SIMPS. PLAN SDS SCREWS @ 16" 4'-0" MAX. W STRUCTURAL ENG: BAD �. 5/8" THREADED ROD w/ O.C. MAX.; - -- -- TO MASONRY w/ 2x4 PT FASCIA PER SYP #2 LEDGER w/ 1/4" COMMUNITY Y Q SPECS NUT SET IN ADHESIVE DRAFTING: a x 2 3/4" TAPCONS @12" w -- — -- -... STRUCT: DP II __ -- <r ®I d a L SEE FOUNDATION O.C. � QC CHECK CC 2x4 SYP #2 EE w JOB No. DWH-2170398 4q . , . ii � � PLAN FOR ADDITIONAL USE (3) SCREWS/ PRE-ENGINEERED 0! _ _ J INFO TAPCONS FOR ALL SCALE: AS INDICATED -` CONDITIONS @ TILE ROOF TRUSSES @ 24" SIDE VIEW BASE OF POST ROOF O.C. MAX. r _._ - ..- ---- @ DESIGNED FOR DATE: 03/22/17 SIMPSON H3 CLIP SHINGLE ONLY K61D�01 CORNER COLUMN FRAMING rSDO1 TYPICAL SHED ROOF DETAIL 3/4"=V-0" 1/2"=1'-0" SD3 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. ,II �. � III ill II II SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES i, BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING 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 FIN. FLR. 0'-0" 00 GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" O.C. PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS TYPICAL TRUSS TO �,� j y 2x BOTTOM PLATE FRAME CONNECTION. 3/4" FLOOR SHEATHING SEE STANDARD ATTACHED PER CONNECTOR NOTES NAILING SCHEDULE REFER TO PLAN FOR BUILT-UP COLUMN SIMP. HTT4 INFO. w/(18) 16d x 21" NAILS TO POST (U.N.O. ON PRE-ENG. FLOOR FRAMING PLAN) & 8" SYSTEM - IF NO FLOOR SYSTEM INSTALL ALL THREAD w/7" MIN. KNEEWALL &PROVIDE EMBEDMENT INTO TIE (1) SIMPSON LSTA30 SOLID BLOCKING BEAM USING SIMP. SET STRAP W/ (22) 1Od UNDER COLUMN EPDXY \ FLOOR TRUSS PER NAILS, WITH EQUAL PLAN END LENGTHS OVER ABOVE PROVIDE SOLID COLUMN ABOVE AND BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR BEAM/GIRDER BELOVt OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO MSTC40 POST ABV. TO PRE-ENGINEERED ROOF TRUSS- SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER 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 LATERALLOADS �--- SOLID SHEATHING r NAILING SCHEDULE SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FRAMING PLAN FOR PER PLAN CONNECTION INFO.. (2) 2x SILL AT WINDOW FLOOR GIRDER OR w/ 2x CRIPPLE STUDS BEAM; SEE PLAN AT EA. END NAILED TO POST BELOW U.N.O. fi SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM PROVIDE SOLID BLOCKING WITHIN FLR. 3/4"=V-0" SYSTEM TO MATCH COL. DIMENSION 2x 2ND FLOOR STUDS REFER TO PLAN FOR SEE PLAN FOR MORE (2) SIMPSON LSTA18 - BUILT-UP COLUMN STRAPS CENTERED @ INFO. A A FLOOR W/ (14) 1Od BEARING WALL PER SEE FLOOR FRAMING NAILS PLAN BEYOND PLAN FOR FLOOR COLUMNS SYSTEM INFO. MID -HEIGHT BLOCKING ATTACH 2x STUDS W/ PER BEARING WALL (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SCHEDULE STRAPS CENTERED @ COLUMN BASE FLOOR w/ (14) 1 Od CONNECTION PER NAILS ` ` (2) SIMPSON LSTA18 - PLAN (2) SIMPSON META16 STRAPS CENTERED FLOOR W/ (14) 1 Od FLOOR TRUSS TO NAILS REFER TO MASONRY WALL FOUNDATION PLAN (3) 2x STUD PACK — FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE 4 a FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR T fiS0 YPICAL TWO STORY COL. @GIRDER 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD3 BOTTOM CHORDS NAILING SCHEDULE 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN TO VERIFY SIZE 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. W/ (3) 12d NAILS EACH PRE-ENG FLOOR �.; END TRUSS OR FIELD FRAME 2x4 KNEE aA WALL, STUDS @ 16" SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ '�.r. CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR �:^ _ (2) 5/8" TYPE "X" WHEN CONNECTION IN GARAGE (1) ROWS 8d NAILS @ MASONRY WALL PER 3" O.C. WALL PLAN SHEATHING TO SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL TYPICAL TWO STORY SECTION TWO STORY PARALLEL FLOOR CONNECTION FLOOR SHEATHING PER PLAN ATTACHE PER NAILING SCHEDULE 2x4 #2 SYP BLOCKI1' @ 48" O.C. W/ (2) 121 TOENAILS EACH EN 2x4 #2 SYP ANGLE AGAINST TRUSS VERTICAL @ 48" 0.( W/ (3) 12d NAILS EA, END FLOOR TRUSSES PI PLAN 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. ATTACH TRUSS BOTTOM CHORD TO BEAM BELOW W/ (2) DROPPED BEAM PER ROWS 1/4"x3" SIDS PLAN SCREWS @ 12" O.C. FLOOR SHEATHING PER PLAN ATTACHE PER NAILING SCHEDULE IFLOOR TRUSSES P PLAN ISEE CONNECTION SCHEDULE 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 ERG DIRECTLY ON CMU MASONRY ATTACHE[ PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.C. OD WALL OR BEAM BELOW USE ITC40 W/ (36) 16d SINKERS. IF FLOOR 2nd FLOOR CORNER FRAMING ATTACHMENT 1-01, �/ SHEATHING PER 3/4" FLOOR SHEATI DETAIL WF10/SD3 ATTACHED PER NAILING SCHEDULI 2x STUDS , SEE UNDER WINDOWS, FRAMING PLAN FOR GIRDERS: BLOCK SPACING AND GRADE SOLID BETWEEN AND SEE ARCH PLAN RIBBONS w/ SIMPS, TO VERIFY SIZE A35 EA. END 2x BOTTOM PLATE W/ 2x BLOCKING FOR (2) 12d @ 12" O.C. SHEATHING/ DRYV1 ATTACHMENT w/ (2 TOENAILS EA. END 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRIGDIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON SIMPSON META16, MASONRY OR MTS (3) 2x STUDS CALIFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A STUD PACK w/ 1 Od NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 1 Od 3/4"=1'-0" TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 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 BRIG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SHEATHING & CMU WALL TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER SCHEDULE OR SIM) IS PROVIDED TWO STORY PERP. FLOOR CONNECTION Ps�iCANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"=1'-0" SIMP. HTT4 w/(18) 1Od x 21' NAILS TO POST (U.N.O. ON FRAMING PLAN)& a' ALL THREAD w/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY W Q � H Q z L] w 0 o HEADER - HEADER SIMPSON SP4 w/ (6) 10d F �'<<S SIMPSON SP4 w/ (6) 1 Od x1-1/2" @ 24" O.C. (USE SyFFT HEFT x1-1/2" @ 24" O.C. (USE z SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP6 @ 2x6 STUDS & O SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) W ANGLE) W/ (22) 10dLO ' (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE w ry U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN O O 3" THEN RUN DOWN HEADER. - SEE 2ND U W ' HEADER - SEE 2ND FACE OF JAMB STUDS/ O FLOOR PLAN FOR MIN. z FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D Hp C) HEADER SIZE & REQ'D JAMB STUDS JAMB STUDS EXTERIOR SHEATHING co FROM TOP OF WALL IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN O LOWER: (1) 2x SILL IF HEADER IS UPSET LL PLATE w/ (2) 1Od AND WINDOW IS LU W TOENAILS. EXT. LOWER: (1) 2x SILL T HEADER OPENINGS PLATE w/ (2) 10d U_ LESS THAN 4FT:(1) 2x TOENAILS. EXT. SILL PLATE w/ (2) 10d HEADER OPENINGS Z TOENAILS. OPENING LESS THAN 4FT:(1) 2x p ®0111111111110 'o®o LARGER THAN 4FT: 2 O SILL PLATE w/ (2) 10d >% L iO4 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING °•'` `°®•,���r''®®r C' � CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 ®w ®`®�'� ':. Z AT EA. END NAILED TO CLIPS EACH SIDE w/ 2x S W ' ®z U w/ (2) 10d TOENAILS STUD PACK w/ 10d CRIPPLES @ 16" O.C. - Q T&B (PLYWOOD SHEATHING REQ'D NAILS @ 8" O.C. THEN STUDS 16° O.C. = w/ (2) 10d TOENAILS ®®p ' " » > ®� Q p T&B) @ ATTACH SILL w/ (2) 1Od T&B (PLYWOOD °,. r ®.® ®°• �� �,� z W '••...° SEPARATE SHEATHING TOE AT EA. END SHEATHING REQ'D T&B) .® ce< O ®®o �� w UNDER WINDOW OF SILLLS (MAX( OPEN G H P� `��`® m ♦� WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR w OPENINGS GREATER THAN 4' BUT LESS THAN 6' a � l V o 2x TOP & BOT. SIMPSON LSTA30 w/ o z w for glllgl ���ryr�� co RIBBONS, CONT. (11) 1Od TO STUDS �( Q ill � Ilhl l l \ ABOVE PLATE U.N.O. cl U h 3J o NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS �- TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=V-0" zz w M. o z SEE FRAMING PLAN 0- I-+� U o O FOR FLOOR a CONNECTION LL 0 is O �yyVjl�'I�Ii�IIII,� ���51� U z FLOOR GRIDER OR 0 Z���ti� BEAM > O 0 fi a Q m SO HEADER CONNECTION @ 2nd FLOOR HIGH BM u.i 3/4"=1'-0" U a 2nd FLOOR WALL; SEE j PLAN FOR MORE INFO. 0 z IF SHEATHING IS NOT < CONT. TO BOTTOM OF Cn U n FLOOR TRUSS, O LLJ ,� -j o SIMPSON LSTA18 z CONTRACTOR TO STRAPS FROM EA. Z t- LL 8PROVIDE ADEQUATE STUD TO TRUSS REQ'D Q W Z Q o d(6 r ._ WATERPROOFING. NO SEE ARCH DWGS FOR 0 P w z 0 CONCRTE SLAB TOPPING INFO -� J uJ z o 8 PERMITTED g w � 4 0 0 d �; 3/4" PLYWOOD FLOOR = Q < z o Z E a ¢0z wn DECKING ATTACHED I - a PER NAILING �U g.� ui 5L� SCHEDULE w O Q W N cn z W Z O v J O SLOPED BALCONY FLOOR JOIST (12" 0(V TALL) W/ LUS26 OR Q W LUS46 TO LEDGER z W 2x12 #2 SYP CONT. Uj (n LEDGER W/ (3) 1/4"x4-1/2" WO SEE W510/SD5 FOR SIDS SCREWS EQ. a ADDITIONAL INFO SPACED VERTICALLY @ 24" O.C. AND @ EA. END (� VERTICAL (MIN. 2" FROM z M TOP & BOTTOM) O -1 BF01 SECTION AT BALCONY Z U' 3/4"=1'-0" Q W O I- J LI. C] O Uj Q I¢- M Lu V) _�0>- o >-_�4 W Y 0Z U �5 W 'I G. 0- wI— 1`Z22' —_ °��-�aa — �'��Q� WO t- LU STRUCTURAL ENG BAD Q DRAFTING--- -- - H z STRUCT: DP w- -- - - ----- - 0 QC CHECK: CC - MAX. DROPPED BEAM PER U5-- w -- ---- JOB No DWH-2170398 (2) ROWS 8d NAILS @ PLAN (2) ROWS 8d NAILS @ ._...-_.. __ -- I 3" O.C. WALL 3" O.C. WALL = SCALE: AS INDICATED SHEATHING TO SHEATHING TO ~ DATE: 03/22/17 BOTTOM PLATE BOTTOM PLATE PARALLEL TRUSS TO DROPPED BEAM 45A PERPENDICULAR TRUSS TO DROPPED BEAM NOT USED 3/4"=V-0" 3/4"=V-0" SD4 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 I li L.. II I I i IIII''ifi I' IL II it it ail I I II i i 1� I i -... .,.._ . .. ;.. .... .. - -..,,.bra a -... 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE (2) 24 w/ HUC26-2. LOW ROOF TRUSS SEE — LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (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 SIDS SCREWS LEDGER AT GIRDER ALIGN 2ND FLO STUDS w/ 1 ST F STUDS (2) 2x SPF#2 BAE PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 P WF16/SD6 (2) 2x TOP PLATE SEE PLAN FOR BEARING WALL REQUIREMENTS SECTION @ 2-STORY BRG. 1 /2"=1'-0" 1 1 n K 1/+ M M.. OTHERS PLAN R PLAN SIMPSON H2.5 EA. RUSS 2x BRG WALL W/ 2x8's MIN. SPF #2 @ 16" SIMPSON SP2 @ TOP & O.C. MAX W/ MID POINT SP1 @ BASE. LSTA18 BLOCKING (U.N.O.) OR MTS12 MAY BE USED @ BASE.(WHEN MSTAM24 EA. SIDE OF - WALL IS CONT. BRG ON EA. STUD TO WALL TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 TO TRUSS BELOW) 3/4" TAPCONS PER 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL AND FRAME WALL FLOOR TRUSS PER PLAN CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. SEE PLAN INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL PER — OR WOOD WALL PER I PLAN PLAN 1 /2"=1'-0" v EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END REQUIRED ° SCHEDULE AT ALL SHEATHING ° PANEL EDGES ° 2x8 #2 SYP P.T. SILL PERPENDICULAR TO PLATE w/ 1/2" EPDXY VERTICAL WALL ANCHOR BOLT OR FRAMING MEMBERS J-BOLT W/ MIN. 7" EMBED. @ 32" O.C. & 3" 2x8 #2 SYP P.T. SILL FROM EA.END PLATE W/ 1/2" EPDXY ANCHOR BOLT OR SHEATHING TO OVERLAP BOTTOM J-BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 3" FROM EACH PLATE 1 1/4" (MIN.) END 1x PT NAILER AS REQ'D ° CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS WALL SPLICE DETAILS EXTERIOR SHEATH( FROM TOP OF WALE TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIf SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" JL SIDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA END -USE IRECESS (3) SCREWS FOR 24" SIMPSON LUS26. UIE LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS (TRUSS SHOP DRAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 1-1/2"=V-0" I \ % 3/4"=1'-0" EXT, SHEATHING FROM 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 EA. END. SIMPS. SP4 ROOF SHEATHING — @ TOP REQ'D ISIMPSON H2.5 EA. I ATTACH PER NAILING SCHEDULE ROOF SHEATHING TRUSS ATTACH R NAILING PER I I SCHEDULE TED TRUSS PER PLAN 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS 2x6 #2 SYP CONT. LCESS LEDGER W/ (2) Y4'x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SIDS S WOOD SCREWS LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ H 16" O.C. MAX. & 3" TRUSS (TRUSS SHOP FROM EA. END - USE (3) LOW ROOF TRUSS W/ DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 16" TALL RAISED HEEL MIN. (4) 16d NAILS TO BOTTOM CHORD EA. TRUSS, 24" O.C. EXTENSION OPT. TRUSS RECESS LEDGER G TXUSE (4) 16d NAILS) SEE FRAMING PLAN FOR CONNECTION D04 LEDGER @ LOW ROOF 3/4"=1'-0" 3/4"=1'-0" SECTION @ OPEN TO ABOVE 1-1 /2"= V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP SILL PLATE W/ Y2" 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 I & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO TRUSS DIRECTION SEE PAN FOR & MORE INFO FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO - 2x4 BLOCKS, (2) 16d W ATTACH PER NAILING _j 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @EACH END. Q Q SCHEDULE BOTTOM PLATE BLOCK ADJACENT z 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH O SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD FASTEN ROOF SHEATHING TO , BLOCKS W/ 8d NAILS @ SIMPSON H10A @ 6" O.C. o SEE LD02/SD3 FOR EACH DIAGONAL MORE INFO. BRACE zz (5) 16d NAILS BRACE Z TO BLOCKING ALL THREAD ROD @ 48" O.C.; SEE PROVIDE 2x4 BRACE i p~. FOUNDATION DETAILS TO EACH ADJACENT W FOR CONNECTION @ DIAGONAL, FASTEN O O BASE TO DIAGONAL W/ (2) U U) 16d NAILS z W 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE � TRUSSES PER PLAN CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND co NAILS @ 6" O.C. O.S.B. TO OVERLAP < 0 BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Of O.C. MAX. 45° FROM p C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 100) � FLOOR WALL BRACE NOT REQUIRED W W 2x BEARING WALL 1/4" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SIDS SCREW @ 16" O.C. U_ O fiF1'BRACING @ 2 STORY FRAME WALL �® I1111 ffi 00 .. '�! LU .•-- r Op a = " Z (2) 2x SPF TOP 0 •� CU PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO SP4 TOP OF EA. STUD U.N.O. STA30HEADER SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE STUDS BELOW 0 TO ALIGN W/ STUDS SIMPSON CS18 U BELOW STUDS ABOVE TO SIMPSON CS18 STUDS BELOW STUDS ABOVE TO U.N.O. HEADER BELOW c 0 0 o c d u 2x SPF BASE PLATE ROVIDE SOLID BLOCKING PRE-ENGINEERED WITHIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM IAI (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER FLOOR PLAN •• SIMPSON CS18 •7STA30 MORE INFO STUDS ABOVE STUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS o BELOW HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO Do 0*0000 m LL W J ` d V O U 0 w �ol� Q1 19;1bo f��� N M W • W 0 Q UU o O U Z c L- p 'i p rr ll H III�IhT'a'I l��ti~ V Z �''IVlltlfll "G� V z O OO .... � � M � Q LId LLI IY H U I -- TO 0 Z LL W � O U' 0, z 0 W Zi-"'" E O QZ�LL g a W o� p Q U Z U�oc�� � F_ UwZ_CO W J ¢ooaw� 8 ` U) W v- = r�// ¢¢WZO LL. Z W O Q �04 N.`, — — — — — SEE FOUND. PLAN FOR FTG. REQ. U W z o N STRAPS TOP & 0 _j FLOOR GIRDER SEE 1/2" J-BOLTS @ 6" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD IX A C PER BEARING WALL 0 WALL &WALL OPENINGS 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT ~ M PLAN FOR @ N MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE 1 U W CONNECTION WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER W SEE TRUSS LAYOUT z z FOR TRUSS LOCATION SEE CHART FOR REQUIRED JACKS / & CONNECTION INFO UBKINGS # OF STUDS TO MATCH BETWEEN FLOORS -rvr►�i+n� n/1AIAIr/1T1/1A1 /_1 e%1rm%Mr-r% /1P1 PAP-ARA A1d 1-4 7 1*1 IAIT1-Mll/%n r1r-AMIAU-% IAIAI I W W d W----- z CV 0 J J 1 U. I u II___j I- J U. z W W L0 Q c~n MWch(1) _cjO�- o �-_�' o� _vz0 z pV wqt aa LU ���aa LU °how 0noaW44 STRUCTURAL ENG: BAD DRAFTING: F- z-STRUCT: DIP W- - ------ 0 QC CHECK: - CC -- -— IX JOB No. DWH-2170398 SCALE. AS INDICATED ~ DATE: 03/22/17 SD5 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 Ell STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END FLOOR SIMPSON A34 CLIP TO Q z C) OF LANDING W/ MIN. (6) W 16d NAILS FROM LEDGER TO STUD PACK w LINE UP 2xJOIST IN LINE WITH MIDDLE N STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ __FUTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR O H Z SYSTEM & LANDING 2xJO1STS @LANDING � 0 FRAMING c� @ 16"O.C. W/ SIMPSON U') fl z A35 OR LUS26 HANGER W z ON EACH SIDE O C) U op z _ 6" MIN. 0 I— .J m Q (2) 2x BEAM PER 2xJOIST (P.T. IF LL SCHEDULE REQ'D @ 4'-0" MAXol ATTACHING TO _ W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ F- ry STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. - NOT USED O ®�®�►Irlrrrrr TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS 16" ®� "° to BELOW TOENAILS EACH END O.C. MAX. FOR @ io ® ®."•//,.^a, W N A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) M 10 MIN. »� z SEE SCHEDULE FOR MAX WIDTH OF LANDING z + CV z V MIN. 3 2x SYP #2 'fl 'i `" ��aR 0 Q STUDS REQ'D @ END 3/4" PLYWOOD OR OSB °'k® PQ Z (Y OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH Q '/ rrrrllll,v®`® Q O 16d NAILS FROM OF LANDING SHEATHING OVER LEDGER TO STUD LANDING ATTACHED STAIR WIN DER DETAIL m W PACK PER GENERAL FLOOR CONSTRUCTION c� _ NOTES J �.. MID SPAN BLOCKING V TO MATCH JOIST PLYWOOD SHEATHING O O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING STANDARD 3 2X12 IF ATTACHING TO ATTACHED PER n `Zb ch ``�- TOENAILS EACH END Z ^ p SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR I --I 4/ A35 CONSTRUCTION M U 'l 30 0 A SIMPSON 3 � W CLIP TO FLOOR 0 16" O.C. NOTES WI- O z° SYSTEM & LANDING O z MAX CLMM O FRAMING w g BEAM @ END OF = U o m o LANDING PER U Z = SCHEDULE W Vr V Uj z SEE PLAN FOR 0���1y90 MASONRY WALL OR > O Q WOOD WALL p SIMPSON A35 B � a M CONNECTIONS Q W L MASONRY WALL OR h— FRAME WALL BEYOND U (2) 2x BEAM PER 2x JOIST (P.T. IF F-- SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B_g CROSS �-+ECTION OF BEAM �A TO I CDGER c� '^ STRINGERS TO @ 16 O.C. W/ SIMPSON LEDGER w/ (3) 16d R SS S !' M LEDGER Q _ V� uj - ~ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. 0 Q J� Q � TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2 TITENS @ 16 O Z J oa w z W M n E QZU)_jo� 8 BELOW O.C. MAX. FOR STRINGERS TO BE Q Z U o o C6 A -A PLAN VIEW � 180 DEGREE TURN LANDING MASONRY NOTCHED AT LANDING o �— P o � w z SEE SCHEDULE FOR MAX WIDTH OF LANDING W J < 0 Z a : 8 W � � QOOcn�;m 3 16d TOENAILS O 11-1 _ Q Z Q¢wZo E - NOT USED _ � o��ww o o '��o_ A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN - PENDING LANDING \ HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @MID-SPANF A SUPPORT A INFORMATION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND (III TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X$ P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'_0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6 -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" V 111Ovi¢a < J Z G SEE ARCH PLAN I I — 2x4 CONT. TOP PLATE 0V J jjk MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO Q W STUDS W/ (2) 16d TOE W 2x4 #2 SPF STUDS X X NAILS 0 X �- 2x6 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 0 0 OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM M HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). (0 KNEEWALL FOR VERTICAL NOTCH SILL AND z M PLYWOOD FLOORING a0 W TO ALLOW VERTICAL LL 2x L-BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO 0 NAILS @ 4" O.C. L-BRACE @ 6'-0" O.C. & FACE OF TRUSS z Q 0 @ ANY OPENING 2x4 CONT. TOP PLATE W 0 11 (ATTACH TOP PLATE = I— LL ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d 0 (� _j LJ.I Z DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Ya" x 3" 3 1 /211 SDS WOOD SCREWS TOE NAILS Q W W M Q SECTION X-X N.T.S. I- cn (1) EQUALLY H _ i- SPACED/CENTERED IN 2x4 #2 SPF STUDS @ co 0 Q 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER >" j 3.. ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O 1 STUDS W/ (2) 16d TOE 32 ATTACHED TO TRUSS J O F- 0 NAILS BELOW (OTHERWISE W i gk SEE ARCH PLAN ATTACH W/ (2) 12d z ( O) 0 V MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) W -4 LL a 2x4 #2 SPF STUDS @ X X I 2x4 SILL PLATE W/ W 0 F- (� h• J Z Q ---■- 24" O.C. W/ (2) 12d � NOTCH FLOOR (2) 16d TOE NAIL EA. � - W � W (' �.• TOENAILS BOTTOM I SHEATHING TO CONT. BRACE & 10d CO � � � 0 Q r ACCOMMODATE 2x NAILS @ 4" O.C. TO 0 0 Q 0 W 2x4 SILL PLATE W/ (2) FLOOR SHEATHING (Y 0 2 W ,p cet NOTCH SILL AND � 10d NAILS @ 4" O.C. , _ 0 IZ PLYWOOD FLOORING (NOTCHED @ 2x6 --- ry TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS U) STRUCTURAL ENG BAD TO SLIDE DOWN TO W/ (2) Ya'"x3" SDS _ DRAFTING: FACE OF TRUSS SCREWS EQUALLY H SEE _ SPACED &CENTERED Z W STRUCT DP ATTACH 2x6 VERTICAL 2x6 VERTICAL AND !' IN TRUSS 0 CHECK-.---- CC-- „ „ TO TRUSS W/ (3) Ya x 3 L-BRACE @ 6'-0" O.C. & FD W __ - -- SDS WOOD SCREWS @ANY OPENING JOB No. DWH-2170398 BASE PLATE PER FLOOR PLAN NOTE: EQUALLY = SCALE AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE DATE. 03/22/17 - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT ST01 GENERAL LANDING UI 3. (1) 2x12 BEAM IS ATTACHMENTS. SEE HE OUTSIDE FACE OF THE LANDING FOR (ST03 SECTION HANDRAIL W/ FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STAIR FRAMING INFO SCALE: 3/4" = V-0" (20 PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FLOOR TRUSSES SCALE: 3/4 =1-0 N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 IN 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.