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HomeMy WebLinkAbout2856 Gipper Cir 17-515 (a)METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 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 J< Q OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ■ SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A D W H hk z Q MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING LU BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 0 TERMITE TREATMENT NON DOT TREATMENTS CONNECTORS SHALL BE A MINIMUM G185 ZINC COATINGavid eek ev o m e sol 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. REAGAN POINT -LOT O (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2856 GIPPER CIRCLE SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL SANFORDFL 32773 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. MODEL 7510 LUBBOCK ELEVATION A ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM AJARFOR 6x6xW1 4xW1 4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD GARAGE NORTH 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 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 RECORD COPY 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 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. REVIEWED POP CODE COMPLIANCE ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 5 MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF __PLANS EXAMINER 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF DATE PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 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 ANFORD BUDDING I?IVISION 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING &BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DWGS A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7116" OSB SHEATHING ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT FROM 'THEREAFTER PLACED IN CENTER OF MASONRY CELL W/MIN 1/2" 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 THE BUILDING OFFICIAL REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE 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 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN 10'-0" MAX AND COMPACTION TEST 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) @ 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 REQUIRED 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 results to be Verified ANCHORS OR EPDXY FASTENED STUDS SHALL USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. at Slab Inspection P 10. MASONRY ROUGH OPENING TOLERANCES - 1/44"" 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 164' 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 ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. # 1 % 5 1 rj CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. - 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. ��t DING � 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 USANFORD14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS ANDEITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. TR SSES THEN WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED 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 Wine 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 ll= 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. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 U , 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 DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J-BOLT -1/2" ALL THREAD 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 +1/7-1-1/8", 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 UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' 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 II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O5 (+) 21.2 (+) 21.2 10 (- 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 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 aI 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 A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE tk S1 ,tea STRUCTURAL NOTES & COVER .: PHS UPDATES FS-1 FOUNDATION FORMS PLAN TB-1 TIE BEAM PLAN PLN-1 FLOOR PLAN ELE-1 UTILITY PLAN - NT-1 INTERIOR DETIALS INT-2 STAIR SECTION INT-3 CLOSED STAIR SECTION ELV-1 FRONT AND REAR ELEVATIONS ELV-2 LEFT AND RIGHT ELEVATIONS RFP-1 ROOF PLAN PLT-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 SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 2- STORY DETAILS SD5 2- STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 6/21/2016 CREATED ELEV. A,B,C & MINOR OPTIONS EA 2 1/19/2017 UPDATED TO NEW STYLE AND APPLIED ARCH UPDATES THRU 12/6/16 EA 3 1/30/2017 FIXED BEAM HEIGHT CALLOUTS, OPT FRENCH DOOR LINTEL DEPTH & CONNECTOR FOR COLUMN TO CMU ON ELEV E EA (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. v 0 N_ Z O 0 0 Lo CL LU o U U (n z W 0 Q J_ 5 m O- - -- -- J C w W LL 0 Z O rn u.i M cn ��IIIIfL d 00 ui ••••e•so• •® �I�� Y O •• s Yam. J Z Q • '' N < U a LU M Cn Z o 4. 0 ` w < O s.•••'�®®��� m U_ W ) � z O � W V Jz�� r Z o ��N W w O r E C � �oa W (D Z <Z_LL°' 6 v�0(900 > i J ��~Z-R o <oau = �0 z << Zo U J N U_WN< r W .J Z 0 O W�_ C W W U5 M ' M L J Q w 0 Q W J LL u C0 W Q �UC4 =00_3 IM W 5 1 u _5 F- Z 7 O u 1- LU to ZQ a_ U?� '? w o J Uj UW<0W� C 0 1 STRUCTURAL ENG: BAD i DRAFTING: -STRUCT: JW u QC CHECK MRB JOB No DWH-2170278 SCALE: AS INDICATED 1 DATE: 02/14/17 1 S1 ,I 1 ._ I ;L.._ILLl __ i i I I i ARCHIVE PLANIRIEVISIONS # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 -ADD COOKTOP WITH DESIGNER HOOD OPTION -ELEVATION A&B; REIVSE ROOF PITCH TO 6:12 2. XS 05-04-16 -REVISE BEDROOM #3 WINDOW TO 5040-HS -ELEVATION A: REMOVE SIDING RETURN ON LEFT ELEVATION 3. HST 06-07-16 -ADDED ELEVATION "C" 4. XS 09-07-16 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION -REVISED OPT. SGD TO BE 9-4 8-0 OXXO 5. LW 11-4-16 -REVISED WINDOWS OWNER'S RETREAT TO 4-0 5-2 SH @ 7'4' -REVISED WINDOWS @ FAMILY TO 3-0 6-0 SH -REVISED WINDOWS DINING TO 3-0 5-2 SH - ADDED OPT. 8X8 BEAMS W/ TRAY CEILING AT OWNER'S RETREAT - REVISED DOOR SWING TO O.S. BATH 6 W 11-21-16 - ADDED 25SH @ 7'-4" AT ENTRY ALL ELEV: - REVISED T.O.M. TO 9-4 ILO 10-0 AND SECOND FLOOR PLT TO 19-8 ILO 20-4 7 LW 12-6-16 - REMOVED 1ST RISER FROM STAIRS ELEV B & C: - EXTEND PORCH OUT 2" TO BE ALIGNED WITH FLOOR WALL ABV ASRRVEVISIONS # BY DATE DESCRIPTION 1. XX XX-XX-XXXX COMMENTS HCR (s DESCRIPTION 1.) LIST 2.) LIST 3.) LIST O c0 L•p O O N Og- cE E a co�p0 0 O O t'' to m E d� casE �- O A "° ,u�i�o;x uw'ooc— =o'a°o c— O � C E•_ y.7 L. m 2 t C. 7 0 F- us of m E rn NORTH 751 OmA PHS LUBBOCK ORLANDO 30'-0" 14'-0" 16'-011 A/C PAD L-- I --I r--�------L-1 - - - -- -- L -----J----� I I I --L------ -I- r - - - - - J_------L -i 'L 1 � U r I � W I 1 I 10'_611 ELEC. -- ___ — - - �„ - rLJ LOOPED _-i -1 I h VENT II I I I II { 1 I� � 1 I tl I 41-411 I 11...............I............, I IL ___ ... .... ...... C)— (_) i o� I -_--� L------ ---- 03 fo r� I I I I I I I 15" 16'-311 I I I I I I I I I I I � I I I 1 ' J I l I y L---------`- 6'-8" 5'-4" r 12'-011 181_011 30'-01' FIRST FLOOR [I R". \NG m �p m o L O O C~JL+ L W N O N W Q c E 1v E a 0omc� J c "o N c > Cf E ctcm 4) '" p = c p = E y- O v O O y w 0 0 o o a> c o-c • > L CD 1U v A m 'S ��, I�—u0cmmaEm0 Mon OJ O d' N uj ■ M r` b. t c 00 WO N C4r-e G ►.. m 9�1 W Lo © U. •e n/ >� o �h • � '�®�a►dteaae����� ■ m NO cn W 0 N a N U. C.� N M O J W 0 O CL LL z Z a a cl) a W w NORTH 751 0mA FSml LUBBOCK ORLANDO PRE -CAST LINTEL TYPE & SIZE PER ENGINEER J H 06 06 06 cn �Z_II Ilzzb J J�II III BEAM OR LINTEL SIZE & TYPE PER ENGINEER FIRST FLOOR � c 0 �p u�41 E) 0 0 cF" `- N .a d �, u! a C E _ 'a E 0. .0om0 $ J C ,Oa y �► �, d d N E E C t 0 c c 0 E o �d 3 �0E ai c: 0 = 0 7014 0 W. m N o 5. 0 c = wco?�= � 0w- vN 0•- O 0 0 C y C. �m 4)0����� �1 O © r Cfl II „r d' N 4� 4�uj CO a. M Jx t�- W0 N N 0z T"••%ft ui z • � �. 2 : 5 Nl.11<' z s®i/ti1111 m N $0 �N �O cn Z W N a N 1` C� N M O J W ., M p Z_ p� 0 a LL z z a a v, a ���pING W . pt� �. NORTH 751 0mA TB-1 LUBBOCK ORLANDO a a e W11111111MI'l SECOND FLOOR q,_in" NOTE: ALL 2ND FLR. CEILING HEIGHTS 9' 0" UNLESS NOTED OTHERWISE 12'-21' 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. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD am-ml �tI b — — — — 8-OCLG.--�_— — M J d9-4 SOFFIT •' YJ b 5'-511 11 3'-Oil Lff„ 4'-31' DINING (3)3 86-0'S (TEMP.) T N _ CPT HS FAMILY 81-0„ 3'-611 3'-011 d _ 341/2" HIGH NVAI�.___ N Ncn ' L LOOPED i b VENT DW i N KITCHEN to b 4' - 4" 1' - 8" 5' - 4" 1811 " RANGE W/ OVEN 4t7REFG. 0 31 011 i bD 42" HIGH � ;;; L J GUARDRAITI t� — — — ���,�� .. : 36" HIGH .. „;,,,,nnin,;;n,,;i:n„n,::,:,:, ,:,,I,n.ii,ninn,iii i,iii nw,: , b 1,, ,,,,, ,,,, ,,,,,,,,,, 2-$ I HANDRAILfn OF 2X6 WALL 3 2 1 r ii 16'-811 ao ER COM 5 bis- !; I 2 CAR Iil:ll 8- I�III -----9 11 GARAGE ,i. TH i10iiii 11 DRAW2_ I� T1�6 13 b ,,,, 1B1S1-J111111, 19'-811 J-201 r n„.n i;! Hill 2 Hill c� b 2 4' - 411 IOli ENTRY r cn �1 V 6' - 611 6.411 Hin CI, .. ii Iaiin,nn, ,nnnnn 2-8 nnn nil,: nnu pnn C N 3-0 8-0 16-0 7-0 GARAGE DOOR PWDR „ 2-6 b 01 FLR. LINE ABOVE b 6'-$" 4'-811 J 9-4 SOFFIT FRAME DB EQ. TO COLUMN b b — — WIDTH — — _ 2'-0" 8'-011 2'-0" 11 16-0" 16° 12'-011 18'-011 30'-011 FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 9' - 4" UNLESS NOTED OTHERWISE nu,iinieni,iI n„iiniii!:..ii,ii,,,i„n„in,,,,,,,,!nn,,,n!n,:nunnnn,n!nnnnnnnnu,!nni i nuu!!!unn!!nunnn!nnrun: ���:n!n�nu!nunnn�!�nnnnn�nnnu!n!�u!nunnnn�!!!!nnn�nnnn:�i!:���� li j,ll,� !:i!Il j!i;: !II„n ,,,.::,:::;:nei;;i!iii!i? m,ii v♦ cn z o oo� az O Q U z_zZ Z QQ wz aa-zw(5 o N Q =�www U p -mi.-c/)cq w wwww o Z 0 ucl�w w Z . - CV cv) IF —> J w a 0 W Z J ILL SANFORD O�pAR��G PLAN SQFT. TOTAL LIVING 21714 1ST FLOOR 917 2ND FLOOR 1257 2-CAR 375 LANAI 75 ELV. A 85 SLAB 1452 ISTER PLAN N/ N 0 L Gi L 5 V d 2 N Qf ffJ O Q. cEa,-a2E 1113- `!0oscc0 J c,oaasNca.d ON=4=0 � c E E rLE w' 0 o O5 cs p c i 0 E Oliv w.0c000�c c y c_ c= 0=,c 0 O N 4)coft:E &.N @m0_t �04-0~N3 C� E V� 4) Ha�cOaEv NORTH 751 OmA PLN=l LUBBOCK ORLANDO L L= SECOND FLOOR (2) # 210 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY AMP NEMA 3R PEDESTAL 1201240 VOLT 30 COMBO CIRCUITS MLO 01/' DISCONECT AND SERVICE BY METER CAN OTHERS AMP NTS (2) # 2/0 XHHW ALUMINUM WIRES #4 BARE CU TO GROUND (1) #XHHW 8FT. GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS FOOTER STEEL GROUND SHALL COMPLY W/ APPLICABLE PROVISIONS OF (REQUIRED) THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS w/ MOULDING .... 9" A.F.F. TELEPHONE .... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION....HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS, VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD FIRST FLOOR PRE -WIRE COACH LT.@ 8" ABV. HDR. PER COMM SPEC UTILITY LEGEND 110V OUTLET 12" A.F.F. (U.N,O.) GFI GROUND FAULT INTERRUPTOR (WEATHER PROOF AS NOTED) 1 HALF HOT OUTLET 220V OUTLET (36" A.F.F. @ UTILITY) PHONE LINE TVI CABLE TELEVISION STANDARD SWITCH (3 OR 4 WAY AS NOTED) SURFACE MOUNTED LIGHT (� WALL MOUNTED LIGHT RECESS CAN LIGHT 13 (EYEBALL AS NOTED) VT Q EXHAUST VENT SMOKE DETECTOR SD (CARBON MONOXIDE AS NOTED) D TDOOR BELL H®S DOOR BELL CHIMES E© PANELBOARD W/ CIRCUIT BREAKERS HB1 HOSE BIB T G�S GAS TAP CW- W � COLD/HOT WATER SUPPLY W')llll p�pAR,��i � c L o O o C t•" L N -p of Has Q E d `° v O G O � J c � vi c aD cca�Ew _ 0 4— oc0oc c=o:c'o°o d N V c� y Kf o asco,=�c— L O oLI- y, 0 0 3 �O 0 C,i�"L C fA d r i L aw > 2 H a»Emw �J i I i W r �o •�j L 7 0 A z u NORTH 751 OmA ELEml LUBBOCK ORLANDO OPEN ABOVE r-CABINET MOULD (TYP.) W4236 W4236 $ACKSPLASH PER FILL COMMUNITY FILL 00 00 B27 B27 KITCHEN LIGHT LIGHT 90"x42" MIRROR FILL 4" SPLASH 0 VS45 VS45 OWNER'S BATH OPEN TO DINNING OPEN TO FAMILY b 341/2" HIGH WALL 341/2" HIGH WALL �� 00 0 °a 12" END DW PANEL B30 SB36 FILL ISLAND LIGHT 46"x38" MIRROR 4" SPLASH 00 VS48 BATH 2 PWDR c L O V � � r y 2 QL': yW+ � N W to W Q E J ,Oa C M, G> 00 �_rDE W" O� Cm O ct 0 +� O y 0 0 c C O� 00 Ni 0 E -ro 15 3 L O 4- v O�ecWCox622 ;0 W W � Wc0WN �'0.0 >L > � cmm'E' NORTH 751 OmA INTml LUBBOCK ORLANDO OPEN ABOVE 12" SHELF --------------------- i i---------- i---------- i WASHER DRYER UTIL IDTH VARIES PER PLAN I IN 11 STORAGE SHELF AT OWNERS CLOSET C ts d STAIR SECTION TPARSANFORD � a. L O � 4) 41 0 o cE—w o N a N cE?'-o E J c .00 4 O •- O E _:E +' c 0 G G c + 6 C d Zr- o 8 � O. G 0- c 0 O o� �y� )wo r v as ���m CL 4) o 40 t M 2 �m'a»Emn 4� N N cn 00 4� C1� a r W O ci z° m L .(3 �►' QCD w glu ao cc• Q z° A'. �'�ij oo •o •• J'i: OI® o®oq®s■® N '�ddd pvC ®�sroeo'm►►►�°° J �1 �N �O Z W � N a N C' N M O J d' LL W ., H p z 0 O a UL z z a a W OC NORTH 751 OmA INT=2 LUBBOCK ORLANDO 1x BLOCKING 2x12 TREADS 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER 11" 1 ONE ON EACH 10" SIDE AND DOUBLE NOSIN (TYPO @ MID -SPAN .-. @ 10'-0" 2x4 KICKER PLATE ; 1 HANDGRIP BALUSTERS 2x12 TREAD 2x12 STRINGER-, 1x6 TRIM W/ROUTERED EDGES OR PER COMM. SPECS. 2" CASING _ OR MOULDING 2x4 STUDS GYP.BOARD SOLE PLATE OR EQUAL W/CIRCULAR OR WINDING STAIRS 11" 1" " NOSING 10(TYP.) r� 9 -0 11 11" 1" 10" NOSING' (TYP.) 91-411 �. CLG.I HANDGRIP BALUSTER,' THAN 4" 0.( cf) MAXIMUM �z Ja Q � 0 2s 1x6 TRIM = Z AS REQ. P COMM. � SPECS. 211 DOOR CASING 0 MOULDIN( 3/411 PLYWOOD DECKING 2x12 STAIR HEADER I ALTERNATE STUD WALL I I 1 I I I 1 I 1 1 I I 1 SOLE PLATE ---'`Z 711 FIN. FLOOR GYP.BOARD FINISHED 1x8 TRIM - ; WALL I BALUSTERS 1 TO SIT ON I RAISED WALL �I I L---R-r-- - J I 2x BLOCKING � I II I I ---------- FILLER, TRIM I ------- TO FIT 1 I 1 II I I I I Lr—Ir,--------I I ---------'h L J 1 L STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 1111 TREAD DEPTH) 1x12 TRIM ROUTERED 1N UPPER SIDE OOD BASE 2x12 STRINGER OR EQ W/CIRCULAR OR WINDING STAIRS L p 4) 4 S.�- Q cEZ'mfE a, `°UZ0 00 Jwav Apr.0 C ° .4E _ E E c rao4o c y�:yr N Oj a_ c C p p p Y 0 a w p 0 �2 00 rn3 4) CL E d Ri > = CL U) I-0entoEMN rh 4� O i r to II „r N to N M N !?5 00 Wo r � ®z° m wv LLLw Lo CD `` `e+1111l1119o't®� 01 v ;k tJ. Q" • y i O O° r • � �. "� T r° LLj �, aD •, O r° Z i y O •i ?c. rr° �• ° CV m 1` � O .• a O N 0 Z W N CV c!) N .� M qq O J LL W H- ., p Z _ 0 0 a UL Z Z a Q 0 'Q w SAN -ORD NORTH 751 OmA INTm3 LUBBOCK ORLANDO SIDING FLASHI 2x LED( STRUC 9-4 TON COMP. SHINGE ALUM. I ALUM.1 2x6 SUI ALUM. CHANN 2x LEDGER SEE ' STRUCTURAL GARAGE CORNICE DETAIL 'TEM FTER )ARD NISH CMU iTING I0� fill 18"x24" LOUVE BOARD & BAT1 6" FASCIA (TYI 19' - 8" PLATE 4" FRIEZE (TY 6" TRIM (TYP.) 4" TRIM (TYP.) SIDING W/6" TI 8" FASCIA @ F GABLES 9'-4"T.O.M. 9'-4"T_0_M._ 12" WIDE RAIS —6" WIDE RAISED SINGLE BAND SINGLE BAND (TYP) 4" WIDE RAISE SINGLE BAND TEXTURED COATING (TYP.) SAND FINISH TEXTURED CC (TYP.) SEE ENTRY D' 0" FIRST FLOOR _ _ _ _ 0" FIRST FLOC ENTRY DETAIL SCALE: 1 /8" = V-0" FRONT ELEVATION "A'' 19' - 8" PLATE d O L vo T 0 r�.r o o L w N .�� vJQ�cL ! E J Ur) .0 � N 0 C E me E o 5 as; = o +yr L 0 = ° �G i H c v �— oc000� � o c.'o.2 0 N `..% 8;,0`�0c0 LE CL d.� 4=- 4i 1i i LE1o1n i �00 O J toi d' N r --9'_4"T.O.M_-- 6" WIDE RAISED SINGLE BAND M W r Q c � °° N_ go M z° Ln U-. O CD 0" FIRST FLOOR _ _k 'qr•. �rr►rI otl���00 NOTE: ALL HORIZONTAL Ei SIDING WLL BE 6" HARDIE ' in. UNLESS NOTED OTHERWISE n i ; iin,:;::, �,�a , nm;,annn,nnnnnnn nnnnnan,!ii i�•.ii'CI. d:k!!i ii!ri!i ,a, r nnnnnnnn!minninniinn innnm ali:i::� :.I l::,lhill:: i m.. IN m NOTE: TEXTURED COATING SMOOTH ,,, SAND FINISH U- 6 0• � r LLJ �- co r r N••.qr e.eeA �V r®ed'lurer,°` m . � N _ 12 12 z N 4r7 ioy Q4 W � N Q N -__19_8 PLATE _-----____-- __- 19 -8 PLA E -- 6" FASCIA (TYP) Q / -. W ., z 0 0 f _ a ' - ' - ` -% TEXTURED COATING ' - - - - - (TYP.) Z , W Ll I U'_L li, - by / / 0" FIRST FLOOR _ 0" FIRST FLOOR _ _ aREAR ELEVATION NORTH 751 OmA ELVml LUBBOCK ORLANDO N77 c L 0 0 o C'- N N 0 d Q aE�'�cE a w�osc0 v J C 'gyp y d 0 �+ E _ E_o�w3 0 E ai y3v�c0c-- .�0c000,c N Qi 0o 0 0.--- r++ir7y N c %_ O RM m C = O 0 0~y. 0 CD v C CL 0 lC� CL E o�>. 19' - 8" PLATE 0 ? 23 a - 2 -----------------------------------------------------------------------------------------------------------------------------------------------19'_8-I- __ H a� n 1 _ _V _ STUCCO BAND (TYP.) _ ' \_ / - ,.. SIDING W/6" TRIM (TYP.) , 11 - O ' ` ♦ ` • , 04 Lo N -- 9'-4"T-0-M•----- "_' a � - -% -- _ _ _--- - - -- -- - - - -- %�, SEE DETAIL _ _ , _ a _ - , 4"WIDE RAISED - - - ' ; -, , , , - ' SINGLE BAND SAND FINISH (TYP.) _ r ` ; , L , \ _ - '_ / , ' ` - \ , _ - ` ' . / \ - ` / `' - r', ♦ , / ' - , _ A Qi TEXTURED COATING uj L6 (TYP.) M cm % gory 0 0 z° / - -I Lo O 9 LL 0" FIRST FLOOR �"" ®,�►�rarer®® �' --_0"FIRSTFLOOR---- ---- --- ' - - --` ----- - s�® -- ------ ------ ------------------- e U- �(°•®� i SIDE ELEVATION w _s m 04 O ■■ O 0 N no 1 � 2y 4pcn z W � N Q N 19' - 8" PLATE ------------------------------------------------- - - - - -- 19'_8"PLATE __ � N M - LJL , STUCCO BAND (TYP.) W ., �.LL \ N I z L --———————— — — — — ——cn --1--------`—--rY---_----�—.----------/-----/----------..aJ--_/----------------,----'-----------,--�--s----1---1.'_ .O.M. 4" WIDE RAISED Q SINGLE BAND SAND FINISH (TYP.) W , / TEXTURED FR.DR. - , - - - / = I- - - ' - - - , • - ' , '- - ' COATING (TYP.) S0 _ - `_ - , / - / \ ' - -� ' - - _ _ - _ , \ , % / / \ ` \ 0" FIRST FLOOR 0" FIRST FLOOR / ` , SIDE ELEVATION a NORTH 751 OmA ELVm2l LUBBOCK ORLANDO — — — — — — — — — — — — — — — -- -------------------- 19-8 PLT. HT. I .w L O = � w r 2 w � ci d E a. csoo v _! c.0 O N O w E c'EcwE i c� 0 = E caw o� d3 'a C a0. N �oc000x c w O w c0�=m W c O— t O= @ �°""o~y3 0 0 � 0 CL� as E.5 _ _ �0'E�� w. M r/1 I O (o I I�■I■�I CO 6:12MTRUSS 6:12 TRUSS O I �I I rl I-------T--------------- ---�T2 to 6:12 TRUSS ( 9-4 T.O.M. �'•I------------- III III III III III III III � � III III Q Q III 16"III- 5:12 TRUSS 5:12 TRUSS I— III 16" FL III L-:3__________________ TI 16" :gyp -DING SANF®RD V! Z c (Y) Z O II M It F- b or)C� N IN II Z 0 � Q X U o � M I— M N r' > 11- N M 0 o 0 CD '. z U W LL O O w N uj CO �' -oo W O 2N La6 LooCD i� 60%ti e dA 0 �. Uj ; ao ¢: Q _ m rn o (L N O z W 0 OC N Q 04 ti C.� N M O J LL W F- 0 z p� 0 aLL z Z Q Q V) Q W w NORTH 751 OmA RFP=l LUBBOCK ORLANDO ARC TABLE ARC LEN. RAD. CHRD. BRG. CHRD. LEN. 'A1' 8.3' 75' N37041'55"W 8.3' 40' S34031' 12"E 4'-0"HIGH \ PODOCARPUS LANDSCAPE A/C SCREEN 'Al 31.71' 4' FUbL1U S34031'30"E WALKWAY 3191 SQ FT GIPPER CIRCLE 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB:1452 FLATWORK:342 LOT:3191 COVERAGE:45.50% SOD AREA: 1396 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. NOTES: JS 1. VERIFY GRADING IN FIELD. 2. VERIFY EASEMENTS INFIELD. 021712017 GRADING NOT AVAILABLE L O IA W ww,, W v v 2 2% N .O d v5� & C ' A .a Eo a `° 03 o0 .J !1 r'.0 ,y O y Otr E _ ECv'•-03 a N = oY : N C U O— C O O O Ad N a+ O E 4) H` L = ~ as O yo ° y N 3 ma� �' tj E�� 4.� J O r j tC N CIS r t- W M o .SC 00 ©40z° N� O Cm oalllll��e®�s' LL b: -. �` r t CD � .•/'moo � :�. � ®�1lAllllll� �N N O z W 0 N Q N C.� N O J LL W I- ., p z o� _ O OU.a Z a Q W OC o1.DING SANFORD OFpA��� NORTH 5104m P LT-1 LUBBOCK ORLANDO L v - FO in S3 0 LL 0 o C0 M �r 5D 01 14'-0" 16'-0" TWO STORY FTG 8" 13'-4" 71, DO SD1 � A/C PAD DO SD1 FO 0 S3 j FO S3 ■ DO F1 I S01 -3 1/2" S3 ■ I I FO S3 2 2 DO SD1 5'-9" I 3'-8" T-8" 0'-0" F.F. ■ FO S3 ■ I 3-1/2" THICK CONC. SLAB WI 6X6 W11.4 X MIA W.W.F. OVER 6 MIL VAPOR BARRIER OVER FO IS3 COMPACTED FILL. ■ I I 16-11" 2.3 o !- FO S3 I ■ O O _ ■ _1___ n p IS3 FO N (-)VARIES ■ ■ ■ I 0 I ■ I � -- ------ '" - I V-2" 16-11 I I I I ■ ■ Iw I FO IS3 FO S3 ■ I I ■ I I 6'-8" ( ■ TWO STORY FTG 6'-0" I F1 I ■ F1 I S3 S3 ■■ ■ •• *11 IFO S3 o FO 83 I DO SD1 DO SD1 ■ ■ I FO -31/2" S3 FO S3J 2.6 ww CL FO 2.6 S3 ■ ■ IN ■ 1'-0" 8" 8" 1 0'-0" 8" 1 6'-011 11 A 11 oo 12'4" 30'-0" bo 80 P U_ O FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q LAPPED MIN. 6" AND SEALED. < 2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE LU MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER U) w MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT [r CODE EDITION. - v 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 H Z RECESSING DOOR SILLS. 0 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. = in Q_ 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR L) W USE ALTERNATE APPROVED METHOD. Z Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. [n 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION w INSTRUCTIONS. O 9. NO WOOD STAKES PERMITTED IN FOUNDATION. w W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED H DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO LL E STEP LOCATIONS IF REQUIRED O DETERMIN 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ®®illl ll! W M FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT ANDlOR APPLIANCES HAVING AN IGNITION SOURCE `®� ° eo•® ��, � Y o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH •• ® J Z cooO� PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ®�\ c.t Q V 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER44 �'� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS •- f . w FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THEUj ®rs •o° PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTACT THE ENGINEER PRIOR TO °i k ,•° �` O °O•••• •®° �Ci 0 CONTRACTOR SHALL FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. -j w ®�/I00111111�®® 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 \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO flb DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n O „uy,i, i'`> STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q F� FOOTING SIZES PENDING DEPTH OF STEMWALL. (6 U' 30 0 ° r- 6 FOOTING SCHEDULE W Q pq Z 0 a o 12"x12"xl2" dp w/ #5's EQUALLY SPACED EA. 0 LL Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. 0 O yG;i li �ti4 BARS & 3" MIN. COVER TO EDGE OF CONC. ptiU 1A 12"x24"xl2" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24" SIDE @3' O.C. & MIN #5 PARALLEL TO 12" 0 Z U) G _ 9 � (3) O� BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. >O Lr 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (3) # 5 E.W. LL m BARS & 3" MIN. COVER TO EDGE OF CONC. U Lr 28"x28"xl2" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 0 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. of n25 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 0 Z 32"02"xl2" dp w/ #5's EQUALLY SPACED EA. Q 3 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Ln Cn 0 BARS & 3" MIN. COVER TO EDGE OF CONC. w0 W � o rn N 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z U) - 06 w z "' Ep O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. MIN (5) # 5 E.W. O Z I- (q J - U o Q Z LL -0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. MIN # 5 E.W. U O Z O o 0 m I- Uj? a 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (6) to J CORZXp g BARS & 3" MIN. COVER TO EDGE OF CONC. w _ :) Q O O 00-) SA = 2 - - 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. (n © w o 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. _ Z Q ¢ Z O O L BARS & 3" MIN, COVER TO EDGE OF CONC. I- Q 0 a U O #5's SPACED EA. 48"x48"x12" dp w/ EQUALLY a N 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. w Z Q LL W N v BARS & 3" MIN, COVER TO EDGE OF CONC. Z LLJ Z O 48"x48"xl6" dp w/ #5's EQUALLY SPACED EA. Q _j 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (7) # 5 E.W. I-- O 0 0 0 i- U. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC. Z_ _ 0 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 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. 0- h 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ BARS & 3" MIN. COVER TO EDGE OF CONC. 0 N z M 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O LL Q 0 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q w BARS & 3" MIN. COVER TO EDGE OF CONC. 2 5.5 66"x66"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. LU UJI LL J Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 V) W Q SYMBOLS LEGEND 2 Y N �' 000� ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO = m J (� TIE: BEAM ( 7'-4" MAX U.N.O.) 0 �- in W51-:— • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Z O Z TO TIE BEAM. (3W r O W Fn Uj Ln 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. p V � r` Z a_ U) WQW ;0 INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. U O; Q Q #5 CONT. FT.G TO TIE BEAM. :) r%., Q Q W FOUNDATION PLAN 1 /4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f c i F F L L l L f a 3 C STRUCTURAL ENG: BAD DRAFTING B _ _-STRUCT: JW QC CHECK: MRB C JOB No. DWH-2170278 SCALE: AS INDICATED DATE: 02/14/17 S2 2'-0" 8'-011 2'-0fl SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO Q �-- TIE BEAM ( 7'-4" MAX U.N.O.) Z 0 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. w TO TIE BEAM. W INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 'a o N INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. z #5 CONT. FT.G TO TIE BEAM. 0 Q Z o p _ W Lo w7~.. WE Q 00 z w J 0 m J LL ` W w LL O NN 00 ®•• ••® o 1\ Q P°®® •®• °/yam ®� LU O % G =J Z Qall2 !1® �,p J 3 • ', • Q QZ �~®PROF ~ °eeeI ° s W O O U Q 4.4 101 6`�lyj N C o' W MM z° CL W U o O z o U) z Pi �9�sti v 0 L Cr Qm U J� z 06 UjzLUmr E U J Z 52o(6� j J J cnrYzo W ¢=o0a)d H --� z Z'WIW-Z ° Z ¢�'z E OU WLL 0 0 111 � NC14 J U F- U- U CA Z J O Z 0 0~ 0 o a w zLU _ -- o �W —�— a M z M O LL Z Q J ° " I- Z W o Cl)Q < W N n 000_3 o= m >- IIIJ OC W F— oZ O W � �' a Fnn cn Lj 0 O W (,7 Wp>Q� �CL�0�N (A STRUCTURAL ENG: BAD Q DRAFTING: _-__- H Z-STRUCT: JW W a a QC CHECK MRB W JOB No. DWH 2170278 — SCALE: AS INDICATED DATE: 02/14/17 OWEL LAYOUT PLAN_ I,—1 -o 2.1 � COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a 1 TIE BEAM SPLICE TO BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID PENDING SITE CELL SOLID PENDING SITE CONDITIONS, SEE �� CONDITIONS, SEE MASONRY WALL I DETAIL MF20 FOR MASONRY WALL �I DETAIL MF20 FOR SEE PLAN �J DEEP MONO SEE PLAN U) DEEP MONO CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN FOUNDATION PLAN VARIES SEE PLAN q. a, d° °0 Q a - to GRADE d 00 ° _ I, ° GRADE i� w Co �.�° _II _F �°�° aIII—_ O ¢0 (2) #5 BARS CONT. II=III I (2) #5 BARS CONT. CLEAN III=III I COMPACTED W/ 3'1 COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD FILL @ 95% STANDARD 1 0„ DENSITY DENSITY ol WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING IF BRG. WALL ABOVE- 1/2" J-BOLT W/ MIN. 6" PAST DEEPEST STEP C REQ'D MIN 4" w HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING FLUSH w/ FOUNDATION WALL SCHEDULE 7111 WALL SCHEDULE BELOW - CONC. SLAB PER (1) #5 CONT. w/ 1-1/2 FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" I W FOUNDATION PLAN CONC. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN a FOUNDATION PLAN z Q 2x PT SILL PLATE 2x P.T. SILL PLATE N LUg LU M v! A d ie ° .4 j '..°. i' III ••a. °•' o °. ° e a, • - a.'• +. d.. ., ° ° 4 a ° ° —_ ;III=1• I I —III— I J, •• •.. .p _III_ ICI--I�I- -III ---III _ _ . � _ ° a _ _ o -I —I I _ : ' III —III-_ a. _❑n ° _�I I Wo°pJm`t II_ —_ = Il II I I I=— I II I I —I I... cVI W 16n of I I 8" 8" Z COMPACTED _701 w> 0 #5 BARS w/ 3 CLEAN COMPACTED 00, CLEAN COMPACTEDCLEAN #5 BARS CONT. w/ 3 FILL @ 95% STANDARD COVER TYP.; AT 8" FILL 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 3 C'' 2-STORY COND. (3) #5 DENSITY DENSITY 2-STORY COND. (3) #5 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG BARS REQ'D & FTG TO DENSITY SHALL BE 1'-8' WIDE w/(3) #5 BARS W LU ; BE 20" WIDE W O NON -BEARING SLAB STEP DOWN fiFO DOUBLE STEP FOOTING fiFO�BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING co 3/4"=1'-0" % 3/4"=1'-0" % 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0° 3/4"=1`; Co®®`�®g96191111'�® W " CL 00 .®°® ®® ®. �o W o OPT. MASONRY CURB . / ,• Y @ ELEV. 0'-0" w/ (1) #5 a , °°�� ®°° ;!" % , J Z VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D °°� U. " ; C'� _ CONT. BAR p - ceo < U STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w "' w ° SLOPED GROUT TO w 4t 1=U 0 J • �' � W '< � DRAIN � MASONRY. WALL 4 � Z A -a, ' OPTIONAL CURB BY ° ' °° M SEE PLAN '' °®° •` Cyr '' Q BUILDER MIN. 24" BEFORE 4 ° aa:. ' °®Oe°°®°pO° �; ®e` w O CONC. SLAB PER 8"x12" THICKENED LL ANOTHER STEP ° CONC. SLAB PER (1) #5 FROM FTG. TO I- ®®® PR® Z CONC. SLAB PER FOUNDATION PLAN 'ad ° SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" ®®il' v® �I 11 `_� SLAB w/ (1) #5 CONT. .° , � � - ° ��. ' � ., � 111110e 8 FOUNDATION PLAN w/ 3" COVER TYP. #5 CONT. A PER MFG SPLICE GROUT CELL A ° REINFORCEMENT SEE ° SOLID PER PLANS W W 1�.' ° -D '° 4 ° GRADE °- ° a 1 d� FOUNDATION PLAN l" l 41. • •• . - I ° ' :.°a q °q ° ° 1 I. d j FOR QUANTITY �. V 0 oo •d z `r° .f. .< .a',� °. cnoft mo��. .� q ° �� II THRESHOLD PER MFG `..' a .e < .a. .°. .. ' 4 I —III -III -III= I= - - ° - #5 x 25 x 25 CORNER a 1 I I I -- - -- - ^A`4 Oo I �Jlyfcn � r e e <4 1=III—I°a BAR, ONE FOR EA. W ,,,� N -I I l I d4. HORIZONTAL U.4 cli II a CONC. SLAB PER W =II= I=I8I ii_l 1_III°=1J°, . ° REBAR, .U.N.O. FOUNDATION PLAN _1 1 ° I=zIIIIIIIIII=�II ° MPENDING SITE III - 'Ww .�..� CONT. Iw _CONDITIONS, SEE 44 , (2) #5 BARS 11 o ¢ o DETAIL MF20 FOR j I -I I = I -III-I I - (2) #5 CONT. w/ 3 SLOPE W/ 3 COVER TYP.; @ 1.4 Z DEEP MONO O I- = 16"MIN. _ -COVER TYP. a• 2-STORY CONDITION O„i a 04 (2) #5 BARS CONT. v (2) #5 CONT. w/ 3 _, 1= PER MFG •° SLOPE EXT. SURFACE (3) #5 BARS w/ 20" z ,•09ti`�l Fh COVER TYP. -III—III-III-III—I (2) #5 BENT BARS w/ OR GRADE 1/4" PER WIDE FOOTING Z W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED � �titi FILL @ 95% STANDARD BUILDING NGAY FROM FILL @ 95% STANDARD j 04' �� Q WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY 0 SHALL BE 1'-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT a FILLER FO FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) fiF71�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 #5 DOWEL W/ MIN. 6" ® FILLED CELL PER PLAN WOOD POST PER PLAN CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON 411 CONNECTION EPDXY @ 12" O.C. TOP COURSE TO BE CONCRETE STAIRS AS GARAGE CHAIR BLOCKS. REQ'D PER GRADE W/ _ _ J ENTIRE BASE TO BE MIN (1) #5 BAR @ FILLED SOLID NOSING TOP VIEW @ CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 44 :. a„° a SEE FOUNDATION PLAN GARAGE WALL VERTICAL @EACH - - . ,, CORNER. SEE FLR. - _III=I oo ih�e.. o • - a. 9 ° i� ° 1 . BEYOND PLAN FOR BASE SIZE 4 ° I- a -I 1 I . z (2) #5 DIA. BARS @TOP 4° °, ., ° • ` - .,1 . , . ,° Z (2) #5 DIA. BARS @TOP __._ .1 . 4 � 7 w Z ao ih d' a WHEN MONO DEPTH _ _ 2 WHEN MONO DEPTH - I I ° w a z g DRIVEWAY BY SEE FOUNDATION FOR m - I - I -I ' �° EXCEEDS 26', IF - �•;' . I— EXCEEDS 26 , IF ° ; a " BUILDER- CONCRETE '� > - I ° d •' .i . a "" s' O 4 _..__M .. OR PAVERS PAD SIZE e � � a .' . ° a J DEPTH < 26' THESE i = .„ a DEPTH < 26 THESE - a CONC. SLAB OR <4 q > w BARS ARE NOT REQ'D = I °.� GRADE BARS ARE NOT REQ"D (=I ,:, .- r- �°°" ""� 4< GRA E • a d•' e O w #3 STIRRUPS @ 48" #3 STIRRUPS @ 48" ' ° PAVERS PER PLAN �' . 4 qa.M v Cq - co - O.C. WHEN MONO ___ �° ° '° -Z O.C. WHEN MONO ° I I "' DEPTH EXCEEDS 26", - - - I DEPTH EXCEEDS 26",El CLEAN COMPACTED °� ° I IF DEPTH < 26" THESE = - = a1 ,;'a =I IF DEPTH < 26" THESE I I I=I '' ° I I- FILL @ 95% STANDARD �.. '.4n I = • - Ie _ L ° - BARS ARE NOT REQ D BARS ARE NOT REQ'D DENSITY -I e ,�' L. 1 = CLEAN COMPACTED _ _ g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED 4 . ° __, ° - 3" #5 BARS CONT. W/ ; , I (2) #5 BARS CONT. W/ -� I- CLEAN COMPACTED EDGE w/ (1) #5 CONT. ° -'�i� a - ° "" ) 1' 4" - FILL @ 95% STANDARD FILL @ 95% STANDARD 1= _�' -I 3 COVER TYP. 1 -4 FILL @ 95 /o STANDARD 3 COVER TYP. I I I= -, , - - DENSITY DENSITY - DENSITY THICKENED EDGE (8 GARAGE DOOR F1 FOOTING ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING 1172 DEEP MONOLITHIC FOOTING W/ STAIR CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. DIAMETER TO BE PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" 8"CMU- FINISH PER ELEV. FINISH FLOOR PENETRATING GRADE PIPE - I FOOTING PER PLAN CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY (FRONT VIEW) 3/4"=1'-0" TOP (2) #5 x 4'-0" - CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE LOOP TIE (TYP.) o r I I I I I 11 1I. FOOTING PER PLAN PVC SLEEVE 3/4"=11-01, PVC OR SCH40 SLEEVE 1-1 1 1i Ilia SEE FORSIZEAN II Iliil�, & REINF. I= 1 I PIPE VERTICAL THRU FDN 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION a' e 74 _ - -I =I = I I - SEE FDN. �_—III— ' =1 I I=1 I I I I=111=III= I 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 �- 1171 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-011 PIPE 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. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, 3/4"=11-011 3/4"=1'-01, �VILDI y0 SANFORD RTMF� l > W U) V h LU Q W Q W M r E Z (D Q LL V Z Z Foo P- U) �[2 J 0)Rz8 .... Z Q¢z0E � ' 0 CL O W I-" WUN¢ . F Z Z 0 0 � M N J J LL. 0 i > I.L. J J � 11 U) a C W�NV) 0 0 ~ J _WJJZU 3�-W LC) Za LU Uj C Q>�QW) 30-O N c 91 STRUCTURAL ENG: BAD J DRAFTING: L -STRUCT: JW QC CHECK: MRB C JOB No. DWH-2170278 SCALE AS INDICATED DATE: 02/14/17 S3 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO TIE BEAM SPLICE TO BE MIN. 25" GROUT rI° KNOCK OUT / CHAIR BE MIN. 25" GROUT .1. CELL SOLID BLOCK COURSE W/ #5 CELL SOLID KNOCK OUT / CHAIR BLOCK COURSE W/ #5 ELASTOMERIC JOINT CONT. WHEN STEM MASONRY WALL COOT. WHEN STEM FILLER ONLY @ `I; WALL IS OVER 3 SEE PLAN II; FLOATING SLAB COURSES TALL WALL IS OVER 3 CONCRETE SLAB PER COURSE TALL LOCATIONS (FLOATING SLAB NOT PERMITTED I ° MASONRY WALL FOUNDATION PLAN I SEE PLAN WHEN STEM WALL IS I�. II OVER 3 COURSES TALL) z ° p VARIES q °. d 4 ' .I GRADE =III=1 I=III=1 1= °° GRADE SEE PLAN=I I I=1 11=I I SEE STEM WALL —I I =� I I. _-_ SEE STEM WALL CHART THIS SHEET = __- I° I=I I= I=) I= CHART THIS SHEET I I=I I = I I I=I I=) I I=I FOR FILLED CELL I I = I =I I� FOR FILLED CELL - SPACING &FOOTING _ I =I= I =I I = I I= _� Z SIZESPARE NFOOTING I =_I (I I= I =1 � SIZE & REINF. _ - I _ - o I I — I —I _ -III—III—_ °Ia El I _ Pat- =_ I— a CLEAN COMPACTED CLEAN COMPACTED = - FILL @ 95% STANDARD I _ -WIDTH = REBAR E TYP. COVER FILL @ 95% STANDARD =WIDTH REBAR E TYP. COVER —I I PER STEM WALL —I _ _ I I PER STEM WALL DENSITY III -III I IT CHART THIS SHEET DENSITY=I I —III I —I I I= CHART THIS SHEET SF01 TYPICAL EXTERIOR FOOTING rSF02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" IF BRG. WALL ABOVE- 1/2" J-BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'D MIN 4" (1) #5 CONT. w/ 1-1/2" COVER TYP. 1-1/2" COVER TYP. CONCRETE SLAB PER FOUNDATION PLAN w z z a a as d•'. ° d ° ° q 4" d I11 e q °— Q — 16" ol w O U (2) #5 BARS CONT. w/ 3" co COVER TYP.; AT CLEAN COMPACTED 2-STORY COND. (3) #5 FILL @ 95% STANDARD BARS REQ'D & FTG TO DENSITY BE 20" WIDE F�0DOUBLE STEP FOOTING 3/4"=V-0" CONC. SLAB PER 8"x12" THICKENED SEE STEM WALL KNOCK OUT / CHAIR HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W CHART THIS SHEET BLOCK COURSE W/ #5 SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING < ~ FOR FILLED CELL CONT. WHEN STEM FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z SPACING & FOOTING WALL IS OVER 3 SIZE & REINF. COURSE TALL BELOW W CONC. SLAB PER I U) FOUNDATION PLAN OPTIONAL CURB BY CONC. SLAB PER 2 1/4 I LIJ BUILDER FOUNDATION PLAN CONC. SLAB PER z w FOUNDATION PLAN LU d W 2x PT SILL PLATE 2x P.T. SILL PLATE N a F F 1 ° ' z d �a' r" ... q !I °—•:'I,IAI—, , eII a I 0 45° a .4... a.III —II•I 1II -1 �(— LOPED GROUT TO o I � I— II; O DRAIN I I I I I— =III I l. � III=III III I hI' U) I l CONC. SLAB PER I..I I—�_L 8 8 " z o CLEAN COMPACTED = I� ( I=I I FOUNDATION PLAN (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED 7 FILL @ 95% STANDARD -I I w ° "' I— ( = I CLEAN COMPACTED COVER TYP.; AT 8.. 8.. FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD Q DENSITY I -- I_ FILL @ 95% STANDARD 2-STORY COND. (3) #5 DENSITY 2-STORY COND. (3) #5 DENSITY 0 DENSITY BARS REQ'D & FTG TO BARS REQ'D & FTG TO U:i\ NON -BEARING SLAB STEP DOWN / 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. �. GRADE w °dA. ° �; �- III—� I—� I _ • .�.•� —= z ° r d _ ° a qa Q e THICKENED EDGE II— q _ I ° ° d e II W 0 ,q .e .Q F- 0 I I --I I-I=� (2) #5 CONT. w/ 3" U (2) #5 CONT., 3'� - - 16 MIN. - (_ COVER TYP. ro COVER TYP. -III -III—III—III .. I I -I - (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY TYPICAL STEP FOOTING DETAIL -WIDTH— - - -- _ =i BE 20" WIDE BE 20" WIDE J REBAR w/ TYP. COVER LL ' I=1 I I —III —III— PER STEM WALL W= Lu CHART THIS SHEET P W U_ O FOOTING @ SHOWER @ MASONRY AFO�BEARING SLAB STEP DOWN fill=06�FOOTING AT INTERIOR BEARING o 3/4"=V-0" 3/4 =1 -0 3/4 =1 ` %1111u11111 Lq M 00 WOOD POST. PER TOP COURSE TO BE :.•° ; ®®• ®•®•.�2s>,. Y o PLAN FOR SIZE & BASE CHAIR BLOCKS. , ` `" ; y�' d= � '0 = U VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS W CONNECTION �BLKWIDTH FOR ENTIRE BASE TO BE = CS -00ur OD J .�� < W FILLED SOLID " � ' c• , _ < % 46' " L 1.A Q CLEAN COMPACTED ° ° _CMU BASE W/ (1) #5 ' • '•••p y,• ;•' '`` C LC < p d FILL @ 95% �. ° e. ° VERTICAL EACH •••.®.® r r J STANDARD I d° q I CORNER FILLED SOLID. �. pR�� ®`®� ' m SLOPE ° ��®0I111 a U_ .4 DENSITY d w SEE ELEV. FOR BASE #5 CONT. PER MFG ° w x SIZE w �q REINFORCEMENT SEE • d: CONC. SLAB PER a q I ;. `W m FOUNDATION PLAN FOUNDATION PLA °d " �' I 'aa r' I. ,a FOR QUANTITY r O 4 qq q ' #5 REBAR CONT. @ OU,, THRESHOLD PER MFG a ° d #5 x 25 x 25 CORNER U ° ° ° d SLAB LEVEL Z Q w0 �pl�b M',; a . .L. °. BAR, ONE FOR EA. w ° ° .9 < ^ Jjy N r 4 ° ° 'q ° 4 ° q., .1;I HORIZONTAL CONC. SLAB PER W a ° .° EXTEND SLAB 1 1/2" c''6 U p o ° I� REBAR, TYP. U.N.O. _ (—I I = 1'-4"�I ° 4 FOUNDATION PLAN - MAX. BEYOND BLOCK W o q q ° ° , ' a I v = '-' I FACE PER ELEV. OU4 4, O Aq -am d .....i a .. COVER TYP. -III=I GRADE _ . .0 ° SLOPE (1) #5 VERT. IN GROUT I- _ I = z - L- Z G4 FILLED CELL@ 72 O.C. (-I = I .d I= I I- O PER MFG -" SLOPE EXT. SURFACE MAX & TYP AT EA. I OR GRADE 1/4" PER CORNER AND COL. O SEE STEM WALL Z ��tiq FOOT AWAY FROM LOCATION FOR WALLS a �'' -�' 'q U) w ° CHART THIS SHEET 0 BUILDING <40" TALL. SEE o FOR FOOTING SIZE ELASTOMERIC JOINT STEMWALL SCHED. IF WIDTH AND REINFORCEMENT d Q FILLER WALL IS TALLER. u.i TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11)lEXTERIOR DOOR POURED SILL SF08 MASONRY COLUMN AT ENTRY 3/4"=V-0" ONAL 3/4"=V-0" % 3/4"=V-0" 3/4"=V-0" 3/4"=V-0" 3/4"=1'-0" U V J F- - - - - - - - - - - - - - 3 MAX. OVERHANG 2x BEARING OR NON- 2x P.T. BOTTOM PLATE BEARING WALL SEE PLAN FOR MORE INFO WOOD POST. PER PLAN FOR SIZE &BASE CONNECTION < U) Z (� rn U OPTI SEE PLAN FOR (1) #5 CONT. PER PLAN a FILLED CELL PER PLAN (1) #5 CONT. PER PLAN POSSIBLE STAIRS. IF ELASTOMERIC JOINT W/ 1-1/2" MIN. COVER FORM/POURED TOP COURSE CHAIR FILLER 4„ I 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 lo 5EE PLA GARAGE I #5 DOWEL W/ MIN. 6" FOUNDATION PLAN FORM/POURED #5 REBAR CONT. @ ivFt PROVIDE (1) #5 AT SLAB LEVEL J EMBED. INTO MAIN — — .—. e ° ° ° + ' FOOTING W/ SIMP. a.'' iI Z+, EACH STEP q SLAB EXTENSION UP TOP VIEW CORNER - — _— EPDXY @ 12" O.C. 1 #5 VERT. IN GROUT — _ "4 CONCRET STAIRS (_ _ TO 1 1/2" (BEYOND (1) #5 VERT. IN GROUT =I I =III O „ —I g SAS REQ'D PER -I I (— �' ' BLOCK FACE) FILLED CELL 72" - — — FILLED CELL@ 72 O.C. = z RADE W/ MIN 1 _ _ — — 8' PERMITTED IF REQ. _ _ _ @ - I 5 BAR @NOSING I I i I I 1=1 (I 8° PER ARCHITECTURAL CONC. SLAB PER GARAGE WALL O.C. MAX. & TYP @ -) II = I .h - MAX &TYP AT EA. _ d g FOUNDATION PLAN BEYOND EA. CORNER & COL. I= I= W - ". CORNER AND COL. - ( ° L - -(1) #5 CONT. PER PLAN _ - ELEV. - _ J ( LOCATION FOR WALLS = I= I -w - w/ 3" COVER TYP. _ GRADE co DRIVEWAY BY LOCATION FOR WALLS - - I W = - - -� _ _ = z - - - - BUILDER- CONCRETE <_40" TALL. SEE - I-W - L - - <40 TALL . SEE - -I I - 4 OR PAVERS STEMWALL SCHED. IF - I -I a.., e (1) #5 VERT. IN GROUT STEMWALL SCHED. IF - I = I I- M FILLED CELL@ 72" O.C. WALL IS TALLER WALL IS TALLER. - - ( I °I' GRADE - I I — - , 5 DOWEL W/MIN. 6" MAX & TYP AT EA _ • ° q _ ' _ —I II ° J I = _ CORNER AND COL. ° co CLEAN COMPACTED 11 - I _ CLEAN COMPACTED - z EMBED. INTO MAIN n~' EXTEND REBAR ABOVE _ _ _ FILL @ 95% STANDARD - - z -_ FILL @ 95% STANDARD -I - - FOOTING W/ SIMP. LOCATION FOR WALLS w ° FOR FSEE OCUNDATIO SPAC NG PLAN e I I = o EPDXY @ 12" O.C. < .I SLAB PER MIN. LAP — — I I f` CLEAN COMPACTED DENSITY DENSITY ° 40 TALL. SEE �. -j'° SEE STEM WALL SPLICE AS REQ'D. ABOVE SLAB LEVEL I I FILL @ 95% STANDARD a I - ° . -� STEMWALL SCHED. IF WIDTH CHART THIS SHEET AT EXT. WOOD WALL I -- I - ° I W = SEE STEM WALL =w -III-1 I —I I I I DENSITY - d.. - WALL IS TALLER. SEE STEM WALL = I _ I=1 11=]Ill FOR AND REINFORCEMENT BOARS TIO TERMINATE ., ., —_ _ _ CHART THIS SHEET .._._ g 3" COVER TYP. 8 x 8 THICKENED CHART THIS SHEET I --I I = I-- I I — I I I -WIDTH — — j EDGE w/ (1) #5 CONT. FOR FOOTING SIZE —WIDTH FOR FOOTING SIZE @SLAB LEVEL EXTERIOR SHORING/ — I AND REINFORCEMENT — BRACING TO BE w/ 3 TYP. COVER AND REINFORCEMENT —I _ — — —I I —I I —I I-1—� ____ ____ KNOCK OUT /CHAIR I PROVIDED BY THICKENED EDGE GARAGE DOOR SFO STEM WALL FOOTING PORCH SF06 STEM WALL GARAGE STEP DOWN SFO WOOD COLUMN AT ENTRY BLOCK COURSE W/ #5 CONTRACTOR To CONT. WHEN STEM PREVENT STEM WALL ` 3/4"=V-0" 3/4"=V-0" 3/4"=V-0" 3/4"=V-0" WALL IS GREATER I BLOWOUTS/ CRACKS THAN 3 COURSE TALL I DURING BACKFILLING NOTE: NOTCH IN CONT. STEM WALL 3" FOOTING IS NOT TO I'.° TOP (2) #5 x 4'-0° PVC OR SCH40 SLEEVE F OTING BEYOND .CENTERED AT PIPE BE DIRECTLY BELOW SEE NOTE 7 FOR GIRDER OR � PENETRATION ' CORNER . d ADJACENT TO AN Uj a.' MASONRY WALL °: Uj 4 a ° ,ate I I I ----I -- � _ e � \\ REINFORCEMENT ,-OPENING WITH A _ a SEE PLAN CONC. SLAB PER PLAN __ \ GIRDER ABOVE 3' CONC. SLAB PER I (1) #5 FROM FTG. TO - IF W.W.M. IS USED, 3" MIN COVER I 1 TIE TO #5 CONT. IN VERIFY WI _—I I I- FOUNDATION PLAN TIE BEAM MIN. 25" CHAIR BLOCK CHART - -__ ' • ' a - ( II- SPLICE GROUT CELL =I I=I -- I INSPECTION PLAN VIEW @NOTCH co ? - I I- ',d :. ' 4q . a °a - I I- SOLID PER PLANS THAN I. #4 TURN- IF STEMWALL LLER I=II I I _ CLEANOUTS REQ'D NOTCHED FOOTING @ CONDUIT = (_ --III— I —III FORSTEMWALLS>40" _ _ BARS REQUIRED w � TOP (2) #5 x 4'-0" = I III -=I 1 I= - I - I'. 1 1 1—I I=I = I - GRADE \ \\ CENTERED AT PIPE PVC OR SCH40 SLEEVE - SEE FDN. I- ° —I I-_-- g' —r11-1-- PENETRATION -I I PLAN FOR I- e. d ° a r. ° I-i_-=I I -_. =I I =I SIZE &REINF. — ° d e � — 4 I I _ .� I I Nw, —L.II ——_ a4 PIPE PERPENDICULAR TO FND I �I II —1°`: _ — _ — i I - CLEAN COMPACTED__ _ _ _ FILL @ 95% STANDARD_ ( �. I I= I I— o =I I =I a . a - I = I I TOP (2) #5 x 4'-0" - _I i - - _- '- CENTERED AT PIPE DENSITY; TERMITE _ I= I I I= ' ' I =-= I = PVC OR SCH40 SLEEVE I I- I = ' I --III=III= I i I PENETRATION (2) #5 BARS CONT. -III-III-III III- TREATMENT IN 12 III- Fa �i � I - W/ 3 COVER TYP.; @ 1' 4.. MAX. LIFTS - w 2-STORY CONDITION =I I - =� (3) #5 BARS w/ 20" CHAIR FOR REBAR BY - - - I WIDE FOOTING BUILDER ( _ =I I _ d 3" COVER TYP. -III —.-SEE FDN PLAN I —I I - I = I I —III CLEAN COMPACTED SEE SCHEDULE FOR I • , ,- -_— FOR SIZE I I FILL @ 95% STANDARD II=I I I- —I I_ NF. DENSITY FILLED CELL SPACING F . -I I= " a 4 -- ( AND FOOTING SIZE WIDTH &REI 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" 10" 16" 101, 20" (3) #5 BARS FOR TWO STORY SPACING PER PLAN (2) #5 BARS FOR ONE STORY OR 48" - 64" 10.I 20 10.. 20.. (3) #5 BARS FOR TWO STORY 40 " 72" - 80" 10" 30" 10" 30" (3)#5 BARS FOR ONE & TWO 32„ STORY LL O W -� I` W ��0� Z O Q 06 W O Uj E QZ�U_ (D VPo�� U O Z Z g 0�Wz`Or J H J cAD:z"S 8 w O <00��a Cl) H Z zQF-W OV F=- go�¢a N J LIJ.7 W 0 LL O z Z O QW O Z W _ W -� N z o J O U. o G Uj � 11 = F- —� z z W . 0 F_00 ~ LU J 2 m j O >_ M - 1 J V o Y Z W V- aw LL z 0. LOWpW�C� 5; Q t) U00 a. 04 F- STRUCTURALENG BAD < DRAFTING: P z -STRUCT: .. -- - - JW -------...... — QC CHECK: MRB JOB No. DWH-2170278 SCALE: AS INDICATED F- DATE' - ..-- ----- I------ as - 02/14/11 PIPE VERTICAL THRU FDNEl II d I �,,�La —III=1 I I=III=III—I F1 FOOTING AT INTERIOR BEARING WITH CMU STEM WALL SCHEDULE sAn,FoR® PIPE PARALLEL TO FND 3/4"=V-0" 3/4"=1.4" �A,,..._ .ems S3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, CONT. TIE BEAM w/ (1) d #5 REBAR @ TOP (1) #5 FROM FTG. TO A TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID V. W. MASONRY WALL SEE PLAN o> a PAVERS @ GRADE r �+ CLEAN COMPACTED 41 FILL @ 95% STANDARD DENSITY GRADE �1 CONC. FTG. SIZE PER -11 _ I= _ M1 I _ I= _ _ SCHEDULE w/ (3)#5's —I I —I I I=I I I I=III— — I� CONT. AND (1) #5 ON TOP PERP. @ 24"O.C. WIDTH PER TABLE 09� 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" V-8" x V-0" (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 V-4" (3) #5's CONTINUOUS 32" O.C. 7'-1" to 9'-0" 3'-0" x 1'-4" (3) #5's CONTINUOUS 24" O.C. BRICK BEYOND. WOOD COLUMN PER 4" BRICK w/ BRICK TIES BRICK SOLDIER COLUMN BASE BRICK SOLDIER PLAN SEE FRAMING STAGGERED @ 26" W 1 #5 FROM FTG. TO O COURSE FLUSH TO CONNECTOR TO BEAR COURSE FLUSH TO PLAN FOR REQ'D POST O.C. HORIZ. & 16" O.C. � Q � TIE BEAM SPLICE TO PORCH & 1° DIRECTLY ONTO PORCH & 1° SIZE &BASE VERT. Q BE MIN. 25" GROUT (1) #5 CONT. PER PLAN PROJECTION CONC. SLAB "° "°""°" --'"°"°'_ -` " .e.._ae __mmPPROJECTION CONNECTION CMU BASE W/ (2) #5 z CELL SOLID; SEE PLAN w/ 1-1/2" MIN. COVER (2) #5 CONT. PER PLAN CAP/ ROWLOCK PER r r .' VERTICAL FILLED Uj p FOR LOCATIONS CONC. SLAB PER w/ 1-1/2" MIN. COVER 8' ARCHS er r. i e. r SOLID. SEE ELEV. FOR cn L".. ° MASONRY WALL FOUNDATION PLAN CONC. SLAB PER CONC. SLAB PER r° r . BASE SIZE w w SEE PLAN 8" FOUNDATION PLAN FOUNDATION PLAN r (1) #5 CONTINUOUS @ TOP OF STEM WALL ° °. PAVERS @ GRADE r ° r° AROUND PERIMETER 0 .. .". (2) #5 CONT. w/ 3" r r . OF THICKENED EDGE 0 CLEAN COMPACTED (1) #5 VERT. IN GROUT ° �° :: (1) #5 VERT. IN GROUT a.'' COVER TYP. FLASHING, GROUT z .. FILL @ 95% STANDARD FILLED CELL @ 72" — _ — a. z FILLED CELL @ 72" —_ °. '` Z a SOLID BELOW W O DENSITY O.C. MAX. & TYP @ — I _ I I —I �.�� g O.C. MAX. & TYP @ -I I I I =I I e �, a ° r r r� WEEP HOLES @ 24" EA. CORNER & COL. I I 1 a EA. CORNER &COL. I I ° . °: ° �r O.C. i LOCATION FOR WALLS - I 4'I — °�' t, w LOCATION FOR WALLS I I I 4I — a. 1 w _ oo — I I ° a o e r �J.��� SEE STEM WALL W— p 540" TALL. SEE =1 =1 I —I ( 8" MIN. TYP., ° 540' TALL. SEE =1 I —I 8' MIN. I —I TYP.,"f a I a —_ 4 ° SCHEDULE ON SHEET O U 0 STEMWALL SCHED. IF • „"f� STEMWALL SCHED. IF _� r SD1 FOR REQUIRED I I I— I WALL IS TALLER. 20 @ MASONRY WALL IS TALLER. 20" @ MASONRY ' 1= I (— 20" @ — - r4° FOOTING WIDTH AND Z W a' = - 2 COL U.N.O. I ° GRADE COL U.N.O. I ° GRADE MASONRY I 4 DEPTH 0 = I = � — I — o — _—I 1 I I 8, COL. U.N.O. GRADE �_ _ I � ° °° CLEAN COMPACTED FILL @ 95% STANDARD '_ CLEAN COMPACTED FILL @ 95% STANDARD - — _ —III --la = _ z — I I d .. p._�I I_ — 00 — — —� _ I I: ° _� I I I III _ - I I Q _ a .. ° 8'x16' CONC. FTG. w/ DENSITY _ — ° a I w a ;l T DENSITY = — ° ° a o SEE STEM WALL r I—= — 4. ° SEE STEM WALL SEE STEM WALL _ 4. _p. SCHEDULE ON SHEET (—I CHAIRS I I=I I SD1 FOR REQUIRED o ° ,. �_ 0__ i i i i I i i i I�I i I i CHART THIS SHEET=I -- — _—_ CHART THIS SHEET _ = I— — —— — —_WIDTH VERTICAL DOWEL WIDTH � FOR FOOTING SIZE _ — WIDTH — � FOR FOOTING SIZE - _ _— -- > AND REINFORCEMENT -III— _ _ _) I AND REINFORCEMENT I- SPACING = W f le FOUNDATION DETAIL AT PAVERS/ GRADE SF13 STEM WALL @ PORCH W/ SOLDIER SF14 STEM WALL @ PORCH W/ SOLDIER & COLUM SF1 MASONRY COLUNN W/ BRICK VENEER o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1-0 z O ®`®®eeidui®A�' 0 Y, �`(►•�®e•® a ®jam d 00 moo,,, W z o Z t7, U. d wo _3 "-J I 0 o ,'•.� .1 � �+ z EE O®► 'l W O O U z O Oj�bJ� v Q a �� ��I'I�I��� �� C U I111 IW- z Q U o O U ZO c LL O �� g1�� W O Z ti9 Fn • 01) O >z .� L Qm U ) U p H Q C7 U U) JLL � W ��ov � r h Q Q ptj W ZHMti E f— (� < z U'_ p> Q Ue��ac6 O Z boo U)�WZ-c -� J fnRzW0 8 W O QOO�vm. I- z z S U)u - E F_ 0 �wp Zo ¢a H N J U 0 H UW z J z O 0� Z 0 O U F.-. U W O W LL Z r Uj p � U d M O N z M o J Q O LL z Q UJ W LL ~ W z p z W Y N CO) F 000 o=m U'�FF_ W Y J Z z o� U5 W Lf) y z a. - p — _j 13 - � � C) U CL 00 o= F_ STRUCTURAL ENG: BAD Q DRAFTING: f— z-STRUCT JW W_..—--._...__..._-._._-..-...._._._.......... .... ... p QC CHECK: MRB W JOB No. DWH-2170278 SCALE: AS INDICATED ~ DATE. 02/14/17 INC; 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! L L__LL CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL #5 TO BE z a WI (L F- O W r z O a HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' y• ♦e a °4. ° a .........�.4,ems;=.° •.� p W .4 a e. 4. Q e� �•.� L0 e °IILl,l•a Z w a. ZBOTTOM STEEL IN LINTEL IF � ° e INDICATE - SHOULD HOOK INTO ° VERTICAL CELLS PER MD08 ' ROUGH OPENING PER PLAN — = — ' 4 • e TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR a ... ° -'— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 4le ..a ra ° Ce e 4 �I!1 I I ICI I I I;l ° NON -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT AD'O'kTYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN °.?s. • •. TRANSOM OPENING AROU� FRAME INFILL WINDOW BY BUILDER -~�''' SEE DOWEL PLAN FOR ' SEE WF01/SD1 FOR z. '' ; '"�' FILLED CELL INFO. MIN. (1) IS REQ'D ON MORE INFO EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER .r, ;,. TURNED SIDEWAYS. ATTACH TO MASONRY ` WALL W/ SIMPSON HU28-2 . f DOOR OR WINDOW OPENING H ANGER @ EA. END. W/ °. MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 Od NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All'"B" f+Cff "D" "All "B" 11CO, "D" #3 1 7/8 4 1 /4 7 15 2 1 /4 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 #6 3 3/4 8 1 /16 14 30 4 1 /2 8 1 /16 18 1 /2 36 #7 4 3/8 9 13/16 16 1/2 35 5 1/4 9 13/16 21 3/4 42 LAP SPLICE °4 ° a: + a `. A .4 ` a , a� EMBEDDED U STANDARD 90° HOOK U STANDARD 180° HOOK #3=2Y2" #4=2Y #5=2Y2" #6 = 3" #7=3Y2' 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 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, AND LOTTS J z 0 U o z O 0 W L Uj O z 0 J j m FW- 0 STANDARD LINTEL NOTES STANDARD LINTELS -LEAR OPENING 8„ UNFILLED 8F8-1 B / 8F8-0B 8F16-1 B / 8F16-0B 8F24-1 B / 8F24-OB 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. 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 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 z O C ) W 2'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 3'-4" 1006 16/ 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-0" 860 165151 / 1349 5365 / 1999 7342 / 3123 10000 / 4249z 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 9'-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 / 2003 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 1 1f 16 -0 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS O - 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 U- 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. LU = W 20'-0" 0 180 / 0 1 598 / 0 1024 / 0 1441 / 0 2 fc PRESTRESSED LINTELS = 6000 psi F- 20'-8" 0 145 / 0 1 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 22'-8" 0 110/0 450/0 824/0 1147/0 U) RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSI. O ®11 II d® M CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-16/8R22-06 \ ee i'®' w V 2'-4° 00 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE`40.���� a 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ® jm°°O® „P1®°O°� 2/'¢' Y o 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 �� °^�.. -� z 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE o p"*° Q 4'-4" 846 / 833 2121 / 1716 3127 / 2839 .. �;, =% --'s F = FILLED WITH GROUT? = ° O:� r�s Lu 5'-4" 664 / 572 1761 / 1761 2595 / 2595 MARK LINTEL .. ; t� 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED R =RECESSED .7,7 1 m z E 7'-4" 480 / 322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR @' Cj w Q O °°° °°° J 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY ��_ ®; °°®P�®F ®`� m LL 8F16-1 B/1T O 8F8-1 B/1 T QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT 5- rl ` \ 3'-0" 3'4" 3'-0" let, LINTEL PLAN_ 1 /8"=1141 WIDTH M O ONOMINAL 8F16-1B/1T O TYPE DESIGNATION 0 • col O 8RF14-OB/1T Q ri a ?. "' Yj N U O 8F16-0B/1T 1-1/2" CLEAR -j (D W O z Oc 8F20-1B/1T _ #5 REBAR AT TOP MIN. (1) REQ'D Q MM w o O 0" 8F20-0B/1T Q Q C.M.U. - z ° GROUTS V �- z z �� ¢tf 0 8RF22-1B/1T ° z #5 REBAR AT BOTTOM OF LINTEL 9�g�� U "rG Z O 8F24-1 B/1 T CAVITY BOTTOM REINFORCING PROVIDED O OP 0 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH p d Z Q 0 8F24-0B/1 T FILLED N 8RF30-1B/1T ^� J 0 O 8F32-1B/1T 1-1/2" CLEAR Q (D 0 8RF30-0B/1T s 0 8F32 -0B/1T z #5 REBAR AT TOP MIN. (1) REQ'D 0 Q Z U z C.M.U. W U) U O 8F38 -1B/1TLO ° 0 0 $ O 8F12-1B/1T z CO fn N o W r, E rn m Q O 8F40 -0B/1T �I` BOTTOM REINFORCING PROVIDED 7 5/8 ACTUAL IN LINTEL F- 0 -j z Z-LL 0 � o 0 � � � z_ `O -�I`— (VARIES) 0 ^ Li �. w Z O 8F8 -OB/1T 8" NOMINAL WIDTH W = o g Q 0 p� v� UNFILLED W z z° a N�.0 z z E O F- 0 LL0 SAFE LOAD TABLE NOTES " Ev)� N J Z U- C14 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. U F- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q ILL! 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 LU ------ _ ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. U) O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. a h 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 � N CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF z M SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O Ill. Uri I 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 a 0 i>> > 0 WALL LEGEND r W 0 V) z a zQ W 0 Vi = 9'-4" T.O.M. = INTERIOR/EXTERIOR U) 2 BEARING WALLS VERIFY 0 0 0 J HGT. W/ ARCHITECTURAL = m J V PLAN U.N.O. OR LINTEL WTI--U 1 O 0 J J Z ADO*%REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. �v11-D1/y0 SANFORD °Fj AR��� p O CL 3 I— W ti °- ? Uj Uj — 0QoW00 ❑�IX04 7 C STRUCTURAL ENG: BAD DRAFTING: '--STRUCT: JW QC CHECK: MRB C JOB No. DWH-2170278 SCALE: AS INDICATED 1 DATE: 02/14/17 1 S4 B2x12 TOP @ B T WALL LEGEND W J Q = 9-4- T.O.M. = INTERIOR/EXTERIOR Z 0 BEARING WALLS VERIFY W HGT. W/ ARCHITECTURAL 0 PLAN U.N.O. OR LINTEL W_ T N Z O F•- Z 0 0 W = 1-- Lo IZ W w 0 V C� W Z_ J m J LL W LU H LL O O0 r00 j CL. °D ; Q VIC) �. "W Q Co Z LU LL 0 6*0006 LL m rim rt s i pR o`>e W OO U 0 Z OO�Cb co Jfy� N Q I W • a U r- O Q U 0 z 4 O O Z V ZG�� U • �1ti� o O� a- Q w 0 F— U FIRST FLO. PLAN OR FRAMING NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ :�)\W WC SAN�ORD dFPgR�`� I ► �C) W o ► Q Ojj � ►1.►CtwM� �Z� � O(� J J� QZ LL� rn o� ► Oct ° °z J Q O O a 8 m 1 \./ _ W � ,. — Z ¢ ¢ � Z O /� V/ 2 0. fV � ► w O. Q W, J LLWcva Z O > P: LL W W J V/ - �.. > M 1� N M i J i U. � i Q w 0 O W LL yW a W Y N 0 W - =0 0J mJU W h-V Z� Yo O 5I-Wtiaa za �UOW�N� p to i W < 0 U 00 STRUCTURALENG: BAD J—----._..__._... ... .._.... � DRAFTING: -STRUCT: JW QC CHECK_ MRB JOB No. DWH-2170278 2 SCALE: AS INDICATED DATE 02/14/17 S5 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM SPACING SPECIES (pif) BW1 16" SPF (2)12d TOENAILS (2)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF SP4 W/(6) 1pd x 12" NAILS SP4 W/(6) 10d x 12" NAILS 570 pif MID -SPAN BW3 16 SPF SP4 W/(6) SP4 W/(6) 570 pif '-rd. PT. 10d x 12" NAILS 10d x 11" NAILS 3 BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 pif MID -SPAN BW6 12" SPF SP4 W1(6) 10d x 12 NAILS SP4 W/(6) 10d x 12" NAILS 760 pif 3rd. PT. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 pif 3rd. PT. 10d x 12" NAILS 10d x 11" NAILS BW10 12" SYP (2) 12d TOENAILS (2) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS gg5 plf MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 885 pif ird. PT. 3 BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 280 plf 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 plf 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. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST O3-1/2"x3-1/2" LVL COLUMN. O3-1/74-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. X� TW" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & e" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .14 8" x 31' 16d .162" x 32" 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE SYP(Ib) META16 w/(7) 10dx12" NAILS OR META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 2] (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (2)ply TRUSS (12) 16d x 12" NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 F (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) a (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 71 MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) RMGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT Q HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 10 F 01 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4) 4"x 21' 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 & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1500 EPDXY MIN. 7" EMBEDMENT CMU 19 HTT4 w/(18) 16d x 22" NAILS w 8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2-PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2-PLY OR 1-PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD4 FOR 1 ST 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 LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)1"x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 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'x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR (2) LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON -BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS 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.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 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.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES &SAINFORD CONNECTOR LEGEND m z 0 w 0 0 N_ z O z o p a w EE o U O W z J m J U w W U_ O W ®®®'®oo rn M a 'z O�, sv< U_ r �o --j �W D i z cap R���®w u- * 'f*11111111 %11° V O l� cf) U �`�3J O o h� OU C O o z . O � M Q W � LL O > � U j W U)q LLJ o C' 7 L Q WZIW-`on E Qz��rn z z (' z0�o(Doo= o� O W .I U)�wz`� � toRZao § U U)Qi2WW- 06 z 0 QQU)zpF wu_M W W Z LL W ;J W o 00 )� p W C W 7 I f1) M ti � N M Ll � Q wILI � p W LL LL 11 W Q Co 000 _ Y J Z U w� C)W 0 aa � � 11I 1 � LU LI 0 �0>Oa� iCLO2WN STRUCTURAL ENG: BAD � DRAFTING: =-STRUCT: JW QC CHECK: MRB JOB No. DWH-2170278 SCALE: AS INDICATED DATE: 02/14/17 S5,1 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. EXTERIOR FRAME WALL NOT CJ1 CJ3 CJ5 A06 3 ASO so A05 A04 A03 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 A02 B02 B01 H2x6 CONT. HEADER ATTACH TOP OF COL I FM01'0- MM W ro rm� "'r, A rA rimimm I pk�[ I LIN I �L ■ JATTACH TOP OF COLUMN TO 31 LM14 ATTACH TOP OF COLUMN TO HEADER W/(2) A34 SCHEDULE QW � (DWH) Q I- LU WALLS WITH PLASTER OR STUCCO FINISHES 0 W WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 0 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX v z O 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX I_= z op 10'-01, 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX W s EXTERIOR FRAME WALL NOTES W U U 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Z W TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR C) REQUIRED STUD SPACING. J 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. m 2.1, NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE p NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 -- - 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR LL REVIEW OF EXTERIOR STUDS W W 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE P W MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS U- 4. SYP #2 STUDS MAYBE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 0 CIO 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO zz FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. rn `®�®e'ill '1® a o s ULI IMAIt VVINU 5`ttU: 1JU MI'M tM'USUKt: is ®`® ' •®•o® 3:Z ® U WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. <, Li7n G SANFORD �°xRR� E: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN- „-1_ ,_ „ 1/4 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. 2 49 ,. ® Q >e� rj vQ Q m u- W J O O U � o 4. z of O p V) C6 U � o Q OU o O a 2 � U Z O O G4 (1) fu 'a r04�g1 CDz z O O O� CC M Q ui i Z Q (D LU J ~ p r V W 0 W M N E Q Z LL > - 0 L'U (n�Zo G Q O O U: dU)z rQZo p �U.�0 U O C6 ~ N LLWNa W 1 Z 0 (� 0 O > W ry C W ,..�. M 1` N M i J IL a � W � 11 J Z W Q C W Y N c DON W =Co_j ca V —1 _5 Z Yc—� O LU CaL. l— t� Z CL , U j a Uj -- �ao 0WGo )aa2WC4 STRUCTURAL ENG: BAD DRAFTING '- STRUCT: JW QC CHECK MRB i JOB No. DWH-2170278 SCALE: AS INDICATED DATE: 02/14/17 S5.2 • 411--_ ..� •.. —— PROVIDE STANDARD W HOOK Q 1. �r'rl� •�'L � ""i MI A t At ,f (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST a '• . LINTEL ��•.. .:.�., ; 1,:' (2) #5's VERTICAL IN w 1. GROUT FILLED CELL > z a •' ENTIRE COLUMN TO �:... BE GROUT FILLED w w U.N.O. F a '• (1) #5 VERTICAL IN GROUT FILLED CELL (IF ra REQ'D PER PLAN) f c NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO 4 4 DO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION I EXT. SHEATHII ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HD@32"O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK 0 COURSE W/ (1 CONT. F1 KNEEWALL ABOVE MASONRY WALL 601 DORMER FRAMING DETAIL GARAGE BUCK DETAIL 2x6x12 P.T. CENTER BUCK -BOLT w/ 5-1/2" 1/2" J EMBED.CENTERED 2x P.T. NAILER ATTACHED w/ (1) 1/4"x 2-3/4" TAPCONS @ 24" O.C. AMX. & 4" FROM ENDS GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 1/2" DIA. J-BOLT W/ 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 2"x2" WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) 1/2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU — HEADER (SEE PLAT` 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM OR 1/4" x 3-1/2" TITENS w/ WASHERS 6" FROM TOP & BOTTOM & 12" O.C. OTHERWISE PT BASE PLATE 2x BUCK DETAIL PRE -CAST LINTEL PER W PLANF— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 x " " 2x8 3/16" x 3" 12" O.C. 2 z Q ❑ w 0 OC V_ FASTEN PT 2x NAILER N TO MASONRY NOTES: z 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 0 FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, LLJ STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN , THIS CASE. 0 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" 0 O.C. @ EACH SUCCESSIVE BUCK CD W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME z ❑ (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS O J W W LL 0 ^,z+arn ` 00 .�' y ®°• �{� ��,. ul o SHEATHING PER PLAN ."° SEE TYPICAL HEADER SHEATHING PER PLAN TYP. TRUSS TO FRAME TYP. TRUSS TO FRAM STRUCTURAL ® rd ' Y •` .f °y.ti 6.p$2' .� _ p; z FRAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER CONNECTION PER SHEATHING ,,, ,. �° r� .: � � (j J ADDITIONAL CONNECTION PER STD. CONNECTOR STD. CONNECTOR ..- �, ° Q INFORMATION STD. CONNECTOR NOTES NOTES FRAME OUT TO BLOCK ®i �` W °• : ��' (HEADER CAN BE EITHER UPSET OR LAST STUD OF NOTES 2x PLATE FRAME OUT TO BLOCK EDGE r,.i tq "••q•o ° • �`, ^ ' O DOWNSET) KNEE WALL JOINING FRAME OUT TO BLOCK (2) EDGE AS REQ'D (2) 2x TOP PLATE s QF e®®` ®®i'�1jt„o11e,,®`�® ,,, m LL UP TO MAIN HOUSE L=- WALLS SHALL BE EDGE AS REQ'D 2x W/ (2) 16d TOE NAILS ATTACHED TO MIN. LAST STUD OF (2) 2x #2 SYP SEE PLAN LAST STUD OF EACH END (2) 2x FULL HEIGHT KNEE WALL JOINING FOR BEAM SIZE (ONLY KNEE WALL JOINING J WALL STUDS w/ I UP TO MAIN HOUSE I IF OPENING PROVIDED I UP TO MAIN HOUSE IL r 1 �J (3) 16d COMMON (2)-16d NAILS @ 12" I WALLS SHALL BE (2) 2x #2 SYP SEE PLAN PER PLAN) WALLS SHALL BE ATTACHED TO MIN. O NAILS (TYP.) O.C. � (2) 2x TOP PLATE ATTACHED TO MIN. FOR BEAM SIZE � (2) 2x FULL HEIGHT U p ° w �o (2) 2x FULL HEIGHT 1/2 x 8' ANCHOR BOLT I WALL STUDS w/ z ^ 0 c I WALL STUDS w/ I OR TITEN HD @32" 2 -16d NAILS 12 I O @ Q il,l��ol i'"� �� �3� C MIN. 2x4 SPF #2 KNEE (2)-16d NAILS @ 12 O.C. & 6" FROM EACH O.C. M U o WALL WITH STUDS @ I (2) 2x #2 SYP SEE PLAN O.C. I END p 2x4 SPF CONT. 16" O.C. W/ FOR BEAM SIZE I MIN. 2x4 SPF #2 KNEE MM z° BLOCKING ATTACH TO STRUCTURAL I F-�-I 0 7/16" OSB W/ (2) 8d SHEATHING ON BOTH I MIN. 2x4 SPF #2 KNEE i 2x PT BOTTOM ----_ O.C.w/uSTRUCT STRUCTURAL 2 o NAILS SIDES FROM TOP OF BUILDER FRAME WALL WITH STUDS @ I PLATE SHEATHING FROM C) 7/16" OSB EACH SIDE, WALL TO BOTTOM OF RADIUS AS REQ'D 16" O.C. W/ STRUCTURAL ( �' TOP OF WALL TO p �¢ u� II'i'I'II� tiG h ti� W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER I SHEATHING ON BOTH I PRECAST LINTEL OR .�a.. BOTTOM OF WALL. cn z TO SIDE & TOP NAILER NAILING SCHEDULE SIDES FROM TOP OF KNOCK OUT COURSE ATTACHED PER Z p OTHERWISE SP2 CLIPS BUILDER FRAME "• NAILING SCHEDULE 2x BUCKS, AT TOP AND SP1 CLIPS WALL TO BOTTOM OF RADIUS AS REQ'D OTHERWISE SP2 CLIPS > O AT BASE ARE BEAM. ATTACHED PER MASONRY WALL AT TOP AND SP1 CLIPS 0 _ REQUIRED NAILING SCHEDULE AT BASE ARE REQ'D a ui A—F-0 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR IF REQ'D, PROVIDE SHEATHING VALLEY TRUSSES PER CLOSURE WALL w/ CANTILEVER PLAN SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED GABLE TRUSS PER NAILING PATTERN EXT. SHEATHING; ATTACH PER NAILING SCHED.jo (2) 16d NAILS TO EA. CRICKET AS REQUIRED COMMON TRUSS MAIN SPAN ROOF TRUSS SIMPSON META16 @ 32" O C GABLE TRUSS MAIN SPAN ROOF TO MASONRY. AT TRUSS WOOD WALL LOCATIONS USE UPLIFT CONNECTOR UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN; SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY rGEOkGABLE END AT VALLEY FRAMING 3/4"=1'-0" 2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT F ROOF SHEATHING FOR STRAP jjJI CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p �•, OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY H A , K FRAMING DETAIL ' DOUBLE TOP PLATE , B O OH SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C RAFTER ) OCOMMON TRUSS PER PLAN OR CONY. FRAMING w/ E J STRUCTURAL SHEATHING PER PLAN AND ROOF �� w FINISH PER ARCHSFIN. OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC 3/4"=1'-0" 3/4"=1'-0 NOT USED Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A RE. ELEV FOR O.H CONC. SLAB- A�.•'. SEE FOUNDATION PLAN FOR MORE INFO I ICI 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) w WINDOW PER > FLOOR PLAN i---- PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'4" Y VERT REINF. BEYOND MASONRY WALL PER PLAN SEE FOUNDATION \LDI/VG DETAILS FOR FTG INFO SANFORD PAR fiso) TYPICAL ONE STORY CMU WALL SECTION 3SOCIATES, LLC is strictly prohibited, 3/4"=1'-011 0 W J n n ❑ ;; U ~zJ� 8 Qo LL�m Z v�-0 co F 05CD J U)Wzx^o 8 = ¢o00)vM Z Qa zOE O wo Qa Q N J I— w0Na Z 0 W W M > 1` M ( J LL. a W 0 ID J LL 11 V)W a WJ6�t/) 0N 000LLJ aX >. in m J ,W JZU l- W �� z d . Win LU �0>oaW) f10��N 0 I STRUCTURAL ENG: BAD L DRAFTING: '--STRUCT: -------- J QC CHECK: MRB C JOB No. DWH-2170278 2 SCALE: AS INDICATED DATE: 02/14/17 SD1 SIMPSON F- DIAGONAL TO BEAM SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ NOTE: ALL GABLE 48" O.C. AND AT ENDS BRACING IS TO BE SYP#2 OR BETTER SHEATHING NOT REQ'D TO BE CONT. @ THE - TRANSITION FROM WALL TO GABLE TRUSS FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT FOR NAIL GABLE END I FOR ADDITIONAL INFO AS REQ'D BOTTOM CHORD TO PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO iv AT 12" O.C. BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J-BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" CLG. NAILING SURFACE 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 _ O TOENAILS EA. END U)PROVIDE 16d NAILS = � GABLE END TRUSS TO ¢, 2x TOP PLATE TO PLT.@12" O.C. MAX. U GABLE END W/ 16d iI 4 o m O NAILS @ 6" O.C. FRAMING FOR FALSE L CMU WALL OR LINTEL a BEAM, IF REQ'D w/ (3) BELOW SIMPSON A35 CLIPS @ 10d NAILS @ EA. TRUSS 24" O.C. BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*'k* EO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. ROOF SHEATHING PER OUTLOOKER (MAX. ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN 06 VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB-91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END (@- VAULTED CEILING 3/4"=1'-0" f 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H b 7'-0" (1) 2x4 BRACE 7;-011 < H` 9''4" (2) 2x4 BRACE (SEE SECTION A -A) 9 4 < H_14 0 STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H :618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D WHERE O.H. IS > V-0", DROP W GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d J TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. <Q TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ z 0 CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN III H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF — SHEATHING TO V-0" MAX PLYWOOD CANT. O.H'. LU__- , BLOCKS w/8d NAILS SEE ELEV. FORJu @ 6" O.C. O.H. SIZE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. 45° 0 CONT.0 x4 WHERE O.H. IS > V-0", 2x4 DIAGONAL BRACE DROP END GABLE w/ zz @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z BAY REQ'D w/ O.C. TO RUN BACK TO p STRONGBACK, SEE 1ST COMMON TRUSS CHART WITH (3) 12d TOENAILS. s Uj -----GABLE BRACING (+) CONNECT TO DROP w — SEE CHART GABLE WITH H2.5 CLIP. 0 '" U 0 MAX 2-0O.H. U z Q STRONGBACK IF REQ'D — CONT. 2x4 � PER CHART co 2x4'S @ 24" O.C. (5) 16d NAILS BRACE `t TO BLOCKING 0 _ A GABLE END O _ PROVIDE 2x4 BRACE SHEATHING FASTEN GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D = PER PLAN. 16d NAILS. PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB HEADER PER PLAN IF REQ'D. MIN (1) JACK & WHEN CLOSURE WALL z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN IS 3FT OR TALLER - 2x Vr ATTACH PER PLAN LSTA18 HEADER TO SYP#2 BOTTOM a FROM TOP OF WALL STUDS TYP. BASE BLOCKING REQ'D @ w w TO BOTTOM 24" O.C. MIN (2) TRUSS CONNECTION BAYS W/ (3) 12d STUDS AT SHEATHING PER PLAN TOENAILS EACH END. 16'8O.C.#PF 1/2" x 8" J-BOLT @ 32" DTC CLIP, (2) 8d NAILS ATTACH 2x4 LEDGER O.C. AND 6" FROM EA. : 4 INTO BLOCKING, (2) W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS EACH STUD PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN .'' p' IN CMUOR SIMPSON • . ANCHOR BOLT OR SIDE OF EA. STUD. META16 MASONRY WALL OR TITEN HD @ 32" O.C. & CENTERED BETWEEN LINTEL SEE PLAN 6" FROM EACH END NDOUSEE WALLSPLICE DETAIL WALL SPLICE STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) I 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" D.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON _ SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN ^IR 'Ir-OV1,4 DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE USS PER PLAN �-- 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. �— LAY 2x4 BLOCKING @ - WALL SHEATHING PER 24" O.C. OVER THE PLAN LINTEL PER PLAN TOP OF THE BOTTOM 2x WALL, SEE PLAN CHORD. ATTACH W/ (2) 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL O SIMPSON H10A DIAG. �f r TO BLOCKING W 0) ®✓ • •a ✓I o0 ®•• ®®// Lu • (� GABLE BRACING @ 48" PROVIDE 2x BLOCKING •,2* �" ® p�+ _ O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10°) •° M �• ` \ ul Q � TRUSS PER PLAN e. • • �,} BRACE NOT REQUIRED °°®, °a.'° �'` ,tea ' 6 FROM EAVES. ��'� .°°..••• � � �,. z d RR0 SEE PLAN FOR 0�!►!II'0m SUPPORT AND TIE DOWN OF JACK LU w PROVIDE BLOCKING TRUSSES � V �. l �r BETWEEN TRUSS BAYS O 0 @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN w �Cr CONNECTION DETAIL (FRAME WALL SHOWN; Q Op l6 r� FOR REQ'D JI�fZ� N CONNECTIONS MAY ALSO BE M U 3J o MASONRY) W • 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' a pq U 0 0 0 z w p O ./ r � - �H � t� z O O 0� a Q LId Li GEO GABLE END @ FLAT CEILING w/ BOSTON HIP F- 3/4"=1'-0" j CK a J U U) U LL 0 W J ~ 00 Z 06 W O uw E W Qz��� Q z U Q p �wz O cJ U) ~Z- 8 J _ ��.. F- U)Z�U)I'-Z E Z Q�z of LL (2) ROWS 12d NAILS U W U 04 N STAGGERED @ 12 z W Z O O.C. EA. FACE OR (3) Q J Z ROWS 12d NAILS W STAGGERED @ 12" 0 O.C. FOR 2X10 OR U I — GREATER HEADER Q W z = ..� LSTA30 HEADER TO w65 STUDS U.N.O. W DOWNFRAME TO a - DOOR SIM TO WF01 / N SDI z M O IL Z_ Q 0 2X STUDS TYP. > w W O ATTACH JAMB STUDS F —� LL PER WF08/SD3 W z W�oCl) BASE PLATE TO BE U 04 ATTACHED TO FTG 0 USING 1/2" 0 J-BOLTS 1 W 00,E OR EPDXY ANCHOR @ = m J V 6" FROM EA. END OF 0= BASE PLATE & WALL Wa _1 J Z (� OPENINGS & 32" O.G. LI Y W/ 7" MIN EMBED. & 2" 0 W a W Op 0p WASHER. AT SLAB U—)IIIa FN/N STEP DOWNS, EMBED. W I` Z O. " MUST BE 7" BELOW W 0 W Q - STEP w _ 0 o:0>OQLO RT BASE PLATE Q 0 W 00 U CL 13 N NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER STRUCTURAL ENG: BAD PER HEADER SCHED. THEN SP4 @ BASE OF EA. ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE Q DRAFTING REQ'D. SEE SCHED. FOR BEARING WOOD WALL Z NUMBER OF KING AND JACK SCHEDULE ON SHEET w sTRucT: JW STUDS REQ'D. S5.1 FOR MORE INFO. w\LDINO � QC CHECK MRB U) _._ ._.... __ .. LU JOB No. DWH-2170278 SANFORD = SCALE: AS INDICATED F- .DATE: 02/14/17 R-r% FIELD FRAMED VALLEY DETAIL NON -BEARING WALL CLIP DETAIL TYPICAL HEADER DETAIL NOT USED 1/2"=1'-0" I � 3/4"=1'-0" I \ % 1/2"=1'-0" 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, SD2 NOTE: — PIPE OR DUCT W/ PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN • NAILS TYP. TOP & BOT. + - DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST A8' 2x8 STUDS ATTACH 2x STUDS TO •. TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" Z z p W w 1 1/2" w N N 01 N N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER O SIDE z U U a ATTACH 2x STUDS TO CONDITIONS w NAIL BOTTOM PLATE U I I U) I I U) TO CORNER STUD TOP PLATE W/ (4) 16d d 00 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 10d NAILS TYP. AT ALL EXTERIOR FRAMING PLAN 00 10d x 3" COMMON CONDITIONS OPP. SIDE TOP SPLICE BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION 1 2 2 8' DOUBLE 2x4 TOP PLATE 7:Ti0IYAPiMwe] 2,aLou OF 2x8 TO BLOCK OUT LAP SPLICE 48" MI1` TOP PLATE ATTACH W/ ATTACH PER NAILI (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 24) DETAIL 2 1/2" EDGE ni rrolmc ins 2x4'S z w C c C 0 1 0 EDGE DISTANCE PER r oor- STUD (2) 2x4 S (2) 2x6 S ( ) x S INSIDE PLY NAILS NAILED AT 8" O/C DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's Ci:_n`A TYPICAL TOP PLATE SPLICE @BRG WALI /WF'OE TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-01, 1-1 /2"=V-0" P PLATE 2x DBL TO L E MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL SHEATHING PER PLAN BEYOND 2 1 SHEATHING INSTALLED VERTICALLY. 0 NAIL SHEATHING AT FRAME WALL BOTTOMPLATE 3/8 z AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) ----- ---�� V wROW O OF8dCOMMONNAILS@3"O.C. AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" � �_w2NAIL °I A -NAIL SPACINGOV sC,OV 2,�4�R�Ae�O ROOF SHEATHING, SC, 2x� �R�AeTO ROOF SHEATHING, � O.C. tiG'TyO FASTEN PER PLAN FtiCTyO FASTEN PER PLAN 1111 I 1 II 11 11 d = O O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2'1 A 1/2" ass �S III J 1---11- -- _----- a z @3"O.C. - - FO ti FOS y III III I I I I I WALL SHEATHING O = ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. ° ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III I I II I �� U.N.O. ON PLANS A1:11/2' 2x4 FRAMING @ 24 - O.C. MAX. .III III OPENING DETAIL. MAX 1/8 III 1I I I I I 4 SPACE BETWEEN g F- w w t- STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" III III I I PANELS = } © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT III 3 III I I I I I (n U) HEADER W/ 8d NAILS 3 O.C. ROWS TOP & PER-ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I o @ (2) @ STUD PER PLAN 2@x SCAB w/ 10d NAILS III AROUND I (I I I I I 1I 2x STUDS BEYOND, U_ 0 BOTTOM SHEATHING SPLICE, 4 O.C. \ ' OPENING I1 1I I SEE PLAN FOR MORE r� w 1J7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER-ENG TRUSSES III III INFO F- z III II II I �J - a O � VERTICAL MEMBER IF GABLE END SHEATHING & GYPSUM WALLBOARD PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIII-II II II II Ma II IIII �o IIII II II II p r 0 I I II IIII JU_ o 00 --------- N2 - - - - - FLOOR SYSTEM U_0 UL CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM fiFl*kEXTERIOR SHEATHING SCHEDULE MERITAGE SCALE: 3/4"=1'0" BLOCKING CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE O.C. PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF F1 TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's ++ "" TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT V SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF ++ + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) LU 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL 4 PLAN FOR STUD SIZE & i TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. i i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °Q 2x BLOCKING w/ (2) 1/4" x 3 1/2" . , w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) STAGGERED @ 8 O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fiF1'SECTION @ DOUBLE BEARING AF�lSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM r S03 HEADER @ POCKET SLIDER CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 5/8" THREADED ROD w/ ' 0.' NUT SET IN ADHESIVE SEE FOUNDATION PLAN FOR ADDITIONAL �J_ 9 INFO SIDE VIEW @ BASE OF POST (CDO CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 41/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3%' SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. USE (3) SCREWS/TAPCONS FOR ALL *I CONDITIONS @ TILE ROOF 12 ISEE PLAN 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP TO STUDS OR BEAM w/ SHEATHING PER PLAN (2) 1/4" X 4'/" SIMPS. (4) 10d NAILS FOR SDS SCREWS @ 16" CONV. FRAMED O.C. MAX.; MEMBERS ONLY TO GABLE END STUDS w/ (2) 1/4" X 31%," SIMPS. SDS SCREWS @ 16" 4" 0" MAX. O.C. MAX.; TO MASONRY w/ 2x4 PT FASCIA PER SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS x 2 3/4" TAPCONS @12" O.C. USE (3) SCREWS/ 2x4 SYP #2 OR TAPCONS FOR ALL PRE-ENGINEERED CONDITIONS @ TILE ROOF TRUSSES @ 24" ROOF O.C. MAX. DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY r01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=1'-0" W a Q Z 0 w a 90 _ - 10dx3" 0 N_ z O H Z 00 LU U w o U U z LLI 10d x 3" OPP. SIDE C) J m ONCE PER O--- -... J w W IL O Aw o w®a•o®.®� ��� , u i 00 ROOF SHEATHING, r- , O ; =` FASTEN PER PLAN .Q ®Ljj a i so (����oq®Z ®®® ••® �r Q O J ® u. --- 2x4 #2 SYP CONT. w/ (2) w 16d COMMON NAILS d rr ll u. EA. STUD OR TRUSS V O MEMBER, TYP. (MAX. C) 24" O.C.). IF MASONRY, 0 f� USE (2) 1/4" TAPCONS Q �pd4''' �01��� w/ MIN. 2" EMBED. @ ai U im �3J o 24" O.C. � 4w— MM 0 Z TRUSS PER PLAN = W a o O WOOD/MASONRY z0 0 Z `tip WALL OR TRUSS, SEE U) O PLAN (TRUSS SHOWN) 0 Z d Q m u.i LEDGER @ LOW ROOF 1-1 /2"= V-0" SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & +; ROOF SHEATHING CONNECTION ' 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER < NAILING SCHEDULE & NAILING SCHEDULE & (4) 12d NAILS EACH (4) 12d NAILS EACH TRUSS MEMBER (TOP TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO HEADER @ POCKET SLIDER 1 /2"=V-0" 3/4"=V-0" I � % 1/2"=1'4" I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. )m)/NC SANFORD 0��'A LU J ~ C O 06 Y) M w Z H W c� <Z`0� UF-0(D� Z O ��_ 1 J QOO o cc Wow Q Z ¢a`��ZO I..V O �0usi¢a . W J 7 I-` Z LLWN O L W 0 � r ^ v > W C W J M N U. > Li J L' � 11 J W Z co c WYCv) O V F- LLJ S J 1 Llm =5 N V u _1 _1Z HWtiaa .._...�_ u y Z 0. � LU a L.0 �Wa0W� CL lz N C STRUCTURAL ENG: BAD Z DRAFTING: 7-STRUCT: JW QC CHECK: MRB _ ---- _-.- C JOB No. DWH-2170278 SCALE: AS INDICATED DATE: 02/14/17 SD3 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL 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 Y SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN --- _� __I$WD. HD. HT. I 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" — — GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. 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 DIRECTION1 FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" TRUSS STRAP -SEE — O.C. FRAMING PLAN FOR CONNECTIONS 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. JJ�`�'` 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 2"' NAILS PRE-ENG. FLOOR TO POST (U.N.O. ON SYSTEM - IF NO FLOOR FRAMING PLAN) & $" SYSTEM INSTALL ALL THREAD w/7" MIN. Q KNEEWALL & PROVIDE EMBEDMENT INTO TIE (1) SIMPSON LSTA30 - STRAP W/ 22 10d PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS 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 DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER 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 SOLID BLOCKING BEAM USING SIMP. SET ( ) W i FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EPDXY \ FLOOR TRUSS PER NAILS, WITH EQUAL UNDER COLUMN PLAN END LENGTHS OVER FRAMING PLAN FOR PER PLAN ABOVE PROVIDE SOLID COLUMN ABOVE AND CONNECTION INFO.. (2) 2x SILL AT WINDOW BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR BEAM/GIRDER BELOW. FLOOR GIRDER OR w/ 2x CRIPPLE STUDS OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d PLAN FOR MORE INFO MNAILS @ 8" O.C. THEN STC40 POST ABV. TO STUDS @ 16" O.C. POST BELOW U.N.O. SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SLLw/(2) 1od PROVIDE SOLID BLOCKING WITHIN FLR. 3/4"=1'-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. AJA� FLOOR W/ (14) 10d 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) 10d CONNECTION PER NAILS ' ` (2) SIMPSON LSTA18 - PLAN (2) SIMPSON META16 STRAPS CENTERED @ FLOOR W/ (14) 10d 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 MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 MIN THICKNESS SHALL tWW TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT 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' SIMP. HTT4 w/(18) 10d x 2j" NAILS TO POST (U.N.O. ON (3) 2x STUDS FRAMING PLAN) & a" ALL THREAD w/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY (4) 2x STUDS 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 TRANSFERLATERALLOADS SOLID SHEATHING @ I r---- SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP8 @ 2x8 STUDS) STRAP (MAX 10° ANGLE) W/ (22) 10d (2) 2x SPF TOP PLATE NAILS. BEND STRAP U.N.O. ON PLAN OVER TOP PLATE MIN. 3", THEN RUN DOWN HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D JAMB STUDS EXTERIOR SHEATHING FROM TOP OF WALL IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN ilr HEADER N F SIMPSON SP4 w/ (6) 10d �<<s zz x1-1/2" @ 24" O.C. (USE z yFFr SP6 @ 2x6 STUDS & O 0 SP8 @ 2x8 STUDS) Uj CL (2) 2x SPF TOP PLATE � � U.N.O. ON PLAN O C) HEADER - SEE 2ND 0 FLOOR PLAN FOR MIN. Z W HEADER SIZE & REQ'D p JAMB STUDS m CI O - LOWER: (1) 2x SILL IF HEADER IS UPSETLL PLATE w/ (2) 10d AND WINDOW IS W W TOENAILS. EXT. LOWER: (1) 2x SILL l; HEADER OPENINGS PLATE w/ (2) 10d LESS THAN 4FT:(1) 2x TOENAILS. EXT. SILL PLATE w/ (2) 10d HEADER OPENINGS TOENAILS. OPENING LESS THAN 4FT:(1) 2x ®` ®ltllill/®®B LLj M LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d TOENAILS. OPENING �, o0 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) `°�� ♦ .•• ���®••.°s' W •® s uw. � Y CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 �` '' * , °. e `� `"" z °� • ® J • W/ (2) 10d TOENAILS STUD PACK w/ 10d CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. = LU3: ,.� �•' ®., ! Q J t�i► ' T&B (PLYWOOD SHEATHING REQ'D NAILS @ 8 O.C. THEN w/ (2) 10d TOENAILS .� ar/ a� lyj <C 1" o` p T&B STUDS @ 16 O.C. ATTACH SILL w/ (2) 10d �' T&B (PLYWOOD :, t�;� `® ®•: '' z X '•.000 THING TOE NAILS AT EA. END SHEATHING REQ'D 'sr� T&B) 'SEPARATE ®®®oe.•' ���`�® O ��C.�o® tL UNDER WINDOW OF SILL (MAX OPEN'G 111111111100 WIDTH 4'-0"), USE A35 CLIP AT EA. END FOR W' >/1 OPENINGS GREATER THAN 4' BUT LESS THAN 6' IL O O 2x TOP & BOT. SIMPSON LSTA30 w/ Z o O fib M Jl�l� RIBBONS, CONT. (11) 10d TO STUDS Q H 'r1 w� N �3a ABOVE PLATE U.N,O. C U 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 6—S,6k HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=V-0" 3/4"=1'-01, % 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD3 ATTACHED PER DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS ,SEE 2x STUDS SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE-ENG FLOOR SYP #2 RIBBON 2x (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN END 2x4) TO TRUSS w/ (4) TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR 1/2 GYP. CLG BD OR ' ' (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER r' 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN I SHEATHING TO PLAN L MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU WALL DETAILS FOR fTG INFO TRUSSES TO BE P,T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SEE FRAMING PLAN 0- = O c O FOR FLOOR = CONNECTION LL Z II g O O O�ti U) ���'�°um " C, U z FLOOR GRIDER OR Z��ti9 BEAM > z O EL Q ui HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'_0" FLOOR SHEATHING anr=m i rr--rt rL-rv-4 U) PER PLAN ATTACHED ATTACH PER NAILING p z SHEATHING PER PLAN PER NAILING SCHEDULE Q J ATTACH PER R NAILING SCHEDULE W U a- Q SCHEDULE, 2x4 #2 SYP BLOCKING O p I m T iz CONTINUOUS FROM TOP OF TOP PLATE TO @ 48" O.C. W/ (2) 12d z O �"� U) N 0S W 0 ui �, E z BOTTOM PLATE. TOENAILS EACH END 2x BOTTOM PLATE W/ Q W H J 8 LL U' Q o rr BEARING WALL PER 2x4 #2 SYP ANGLE z = (2) 12d @ 12" O.C. U O C)H _ Z p o C0 W, zi:�- a PLAN AGAINST TRUSS -j -_.I U) R z a o 8 VERTICAL @ 48" O.C. 2 � p = w ui o DOUBLE BOTTOM W/ (3) 12d NAILS EACH h- z z W z E PLATE END < LL' o i (2) H5 EA. FLOOR o O O vi ¢ a TRUSS TO DOUBLE w W O Q C,< III CN ~ U_N BOTTOM PLATE, SLIT = U W Z O FLOOR DECKING TO j Q p J ~ O ACCOMMODATE U_ U_ ~ STRAP ATTACH TRUSS O U IN FLOOR TRUSSES PER BOTTOM CHORD TO Q L L 2x RIBBON OR PLAN BEAM BELOW W/ (2) Z LU BLOCKING w/ (4) 16d DROPPED BEAM PER ROWS 1/4"x3" SIDS— SCREWS @ 12" O.C. w U) OR (3) 16d TOENAILS PLAN MAX. OW BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT � TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TYPICAL TWO STORY SECTION fisl)\TWO STORY PARALLEL FLOOR CONNECTIONfiSl))ITWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"= V-0" 3/4"= V-0" 3/4"=1'-0" (2) ROWS 8d NAILS @ g 3" O.C. WALL O 04 SHEATHING TO z M BOTTOM PLATE Q J O LL S1 PARALLEL TRUSS TO DROPPED BEAM Z p 3/4"=1'-0" Q W H W J L Z 11 FLOOR SHEATHING SHEATHING PER PLAN PER PLAN ATTACHED ATTACH PER NAILING (1)LU Q PER NAILING SCHEDULE z W O (/� SCHEDULE j M X N =00_j mJU FLOOR TRUSSES PER 2x BOTTOM PLATE W/ O PLAN z (2) 12d @ 12" O.C. p J J Z U W z (D Uj W 2x SYP #2 RIBBON (MIN W ILL]Z CL �j a 2x4) TO TRUSS w/ (4) p V 0 16d NAILS; BOTTOM U) W Q LU w RIBBON TO BE PT IF W — 0 > Q O BRG DIRECTLY ON F Q 0 W J CMU U O CL N U. U) STRUCTURAL ENG: BAD SEE CONNECTION Q DRAFTING. SCHEDULE SANFORD P W-STRUCT: JW PA- QC CHECK MRB DROPPED BEAM PER WJOB No. DWH-2170278 PLAN (2) ROWS 8d NAILS @ 3" O.C. WALL = SCALE: AS INDICATED SHEATHING TO ~ BOTTOM PLATE DATE: 02/14/17 PERPENDICULAR TRUSS TO DROPPED BEAM COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, 3/4"=1'-0" JU4 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x BRG WALL W/ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 BLOCKING (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON SIMPSON HTT4 AT BLOCKING w/ SIMPSON HUC24-2 EACH END, WINDOW JAMB STUDS HUC24-2 EACH END, USE (4) 10d & (2) 10d INSTEAD OF INDICATED USE (4) 10d & (2) 10d SEE PLAN NAILS. UNDER see PLAN WINDOW JAMBS ONLY EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP NAILS. UNDER WINDOW JAMBS USE :. �' IS STILL REQUIRED AT ,r , (2) 2x6 w/ HUC26-2. JAMB STUD CONDITION LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR SEE ARCHS FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF FURRING AND a CONNECTIONS TRUSS IS CONT. BRG INTERIOR FINISH a MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER OR WOOD WALL PER MTA1 E6 24" O.C. OR @ OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) fi_s_,'SECTION @ RAISED HEEL TRUSS fisi"SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER ALIGN 2ND FLOi STUDS w/ 1 ST F STUDS (2) 2x SPF#2 BAS PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18P WF16/SD6 (2) 2x TOP PLATE SEE PLAN FOR BEARING WALL REQUIREMENTS SECTION @ 2-STORY BRG. EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE PLAN 7 ROOF SHEATHING ATTACH PER NAILIf ISIMPSON H2.5 EA, I SCHEDULE TRUSS II PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE I (3) SCREWS FOR 24" I SIMPSON LUS26. U'r RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 2 PLAN (DRAWINGS— L— _._._ _J 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T, EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER s6d NAILS) G.T. USE (4) LEDGER @ OPEN TO BELOW EXT. SHEATHING FROM �../ 3/4"=1'-0" TOP OF WALL TO DBL EXTERIOR SHEATHING BOTTOM PLATE. IF FROM TOP OF WALL SHEATHING IS NOT TO BOTTOM OF SILL CONT. ADD BLOCKING PLATE ATTACH PER @ SHEATHING SPLICE NAILING SCHEDULE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 ROOF SHEATHING ---- @ TOP REQ'D ISIMPSON H2.5 EA. I ATTACH PER NAILING ROOF SHEATHING TRUSS SCHEDULE ATTACH PER NAILING X PRE-ENGINEERED SCHEDULE TRUSS PER PLAN 2x4 SYP#2 BLOCKING I W/ (2) 10d TOE NAILS 2x6 #2 SYP CONT. I •e LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE �� RECESS LEDGER INTO ' SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16 O.C. MAX. & 3 TRUSS (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 I— BOTTOM CHORD MIN. (4) 16d NAILS TO EXTENSION EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`USE )16dN S) I SEE FRAMING PLAN FOR CONNECTION D04 LEDGER @ LOW ROOF 3/4"=1'-0" 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V 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 SCHEDULE 2x8 #2 SYP P.T. SILL PLATE w/ 1/2" EPDXY ANCHOR BOLT OR J-BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR J-BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH ou OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) e. — 1x PT NAILER AS REQ'D e ° CONT. #5 IN TIE BEAM ° e EXT. FINISH PER a e a; ARCHS F1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-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 & 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 2x4 CONT. W/ (2) 12d @ FLOOR STEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO. FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD3 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiFl BRACING @ 2 STORY FRAME WALL 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.0 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 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" — SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE ZI O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (9) 2x SPF T0P 2x4 BLOCKS, (2) 16d W NAILS @ EACH END. Q BLOCK ADJACENT z 0 BAYS @ EACH W DIAGONAL AS SHOWN. 0 FASTEN ROOF W w SHEATHING TO BLOCKS W/ 8d NAILS @ 6" Q.C. N z (5) 16d NAILS BRACE F- Z TO BLOCKING 0 0 PROVIDE 2x4 BRACE n TO EACH ADJACENT wOf DIAGONAL, FASTEN p () TO DIAGONAL W/ (2) U (n 16d NAILS z LLJJ TRUSSES PER PLAN j m WALL BRACING @ 48" O C MAX 45° FROM p ............ HORIZONTAL (+/- 10') U_ BRACE NOT REQUIRED W W 6' FROM EAVES. _Iry PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO SP4 TOP OF EA. STUD U.N.O. STA30 HEADER SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE STUDS BELOW TO ALIGN W/ STUDS SIMPSON CS18 BELOW STUDS ABOVE TO SIMPSON CS18 STUDS BELOW STUDS ABOVE TO U.N.O. HEADER BELOW • o B o • o 0 0 2x SPF BASE PLATE PROVIDE SOLID BLOCKING PRE-ENGINEERED WITHIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM (2) 2x SPF TOP o o PLATES U.N.O. (2) 2x HEADER B SEE FLOOR PLAN SIMPSON CS18 • FOR MORE INFO STUDS ABOVESTUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS STA30 BELOW o HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO A H LL O z eo®�ott��t� 0 W cr) N�* Q �. 00 = Y O Z LLJ y Q •. *,, z �'f. a•_\ N®a®®•° ,fie 0 pRQ e0�� W ,116�� W ). Q_ `"� �k� O H l�Cn Q b�l�'f j N M U W • O Z Q U o O a 9) U d O rr 0 V H ��gti U G o z y� > O C Q_ Q m uw F_ fy h W TO o Cn z U) W U n 0 J o v -- OI-- °� W z 5 M E t= (� QZ�? -jrn 8, U W Z U —00 7 O Q P ��wz`!8 —� J U5RziRo 8 W U) Q=O� ..' m 2 Z Q Q z ZO F_ 1.L 0 W LL g a W 0 Q 0 N J W N¢ SEE FOUND. PLAN FOR FTG. REQ. FOR I U W L-- Z LL W N O STRAPS TOP & z < lF rr ^� 0 D1/2" J-BOLTS @ 6" FROM EA. END OF WALL & WALL OPENINGS @ 32"o.c. O AT OPENINGS LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT BOTTOM OF EA. STUD PER BEARING WALL � OU VJ N MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE U W WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER `t W Z = SEE CHART UBREQU RED JACKS / KINGS # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL 1"=1'-01, ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 0 M z N � JQ O LL W W � J I►1 W z Q W Y DO~J cV = m O m " 1 a J V z Y. W a W Uj ova za J w LU [] Q LL,0 = 0W� ��< QIZD�LLN STRUCTURAL ENG: BAD Q DRAFTING: H Z W- -STRUCT: JW - ---- --- -- ._. — - QQC CHECK: MRB JOB No. DWH-2170278 SCALE: AS INDICATED DATE: 02/14/17 SANFORD �f'PARI�� - D z15 ICOPYRIGHT 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 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO Q OF LANDING W/ MIN. (6) FLOOR SYSTEM Z Q 16d NAILS FROM LEDGER TO STUD p PACK w- LINE UP 2xJOIST IN LINE WITH MIDDLE o STANDARD (3) 2X12 2x12 STRINGER TO BE N STRINGERS W/ UTILIZED AS BLOCKING Z SIMPSON A35 / A34 0 CLIP TO FLOOR H Z SYSTEM & LANDING w FRAMING 2xJOISTS @LANDING 1— @ 16"O.C. W/ SIMPSON o A35 OR LUS26 HANGER L z ON EACH SIDE �g O op Z W �i 6" MIN. 0 0 10 co m d p tY O-- _ _.. _.. ....... (2) 2x BEAM PER 2xJOIST (P.T. IF N, LL SCHEDULE REQ'D @ 4'-0" MAX 01 ATTACHING TO w W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d LO CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. U_ - NOT USED TO BEAR DIRECTLY ON DEPTH W/ (3) 11 TO EACH STUD. ((2) 1/4" Z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" d ��®s M BELOW O.C. MAX. FOR M ,;��'°®• �i D- oo®o A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY 10 MI" ®� w SEE SCHEDULE FOR MAX WIDTH OF LANDING �" w * --� J Z ;W : = 00 �U o' rr �< c, Q Cj MIN. (3) 2x SYP #2 'fl �h- " V• w d !j t9��®�O•ho..ee•°�� �� z STUDS REQ'D @END �� ®® d OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB z ��®����$[ PR ��ee�� 0 SEE PLAN FOR DEPTH 16d NAILS FROM OF LANDING SHEATHING OVER STAIR WINDER DETAIL LEDGER TO STUD LANDING ATTACHED STAIR �- PACK PER GENERAL FLOOR ,�. CONSTRUCTION NOTES W rr l� w MID SPAN BLOCKING a TO MATCH JOIST PLYWOOD SHEATHING 0 O DEPTH W/ (3) 10d 2xJOIST LEDGER (I OVER LANDING U • STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER Z OOltbJ CV) SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FN LOOR d k, SIMPSON A34 / A35 CONSTRUCTION c''> U fyf �30 0 CLIP TO FLOOR 0 16" O.C. NOTES W w � o SYSTEM & LANDING z MAX H O z FRAMING U_ � BEAM @ END OF d U o ° m o LANDING PER U Z < � 0 V_ SCHEDULE • w wO �'��� o H h�:�:��' � ti � Uj co ZS U SEE PLAN FOR O Z MASONRY WALL OR > 04 WOOD WALL SIMPSON A35 a BF B I I CONNECTIONS LLI MASONRY WALL OR FRAME WALL BEYOND U (2) 2x BEAM PER 2x JOIST (P.T. IF I - SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO p Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT 1 -p CROSS' SECTION OF BEAM M TO LEDGER < 0 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ 3 16d L7 D CROSS t7 D /`1 fl �^ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16( O.C. MAX. U- � -' TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. 1 1/4" 0 VJ 0 J BUILT UP COLUMNS x 3 1/2"TITENS @ 16" 0 J °6 N co BELOW O.C. MAX. FOR STRINGERS TO BE d A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY "OTCHEDATLA"DING 0 J _ Zo c SEE SCHEDULE FOR MAX WIDTH OF LANDING w W V) d (3) 16d TOENAILS (q I- w ui o - NOT USED 0 z QaQoo 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 R PER PLAN PENDING LANDING \ HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @MID -SPAN A SUPPORT A INFORMATION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO I I 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO I I I I MASONRY WALL) CONT I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-1 (2) 2x12 2x6 6_0" (1) 2x12 (1) 2x8 2x6 4'-0 " (3) 2x12 2x8 8'4" 11'-0" (2) 2x12 2x6 6'-011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 II 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 91-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-0" (2) 2x12 2x8 7'-0" g _0 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'4" (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 II ~ U L r N J LL VNQ 3Yz z J F— t— Z 0 0 CONT. TOP PLATE 0 U) SEE ARCH PLAN 2x4 MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE d W 2x4 #2 SPF STUDS X X NAILS Q = 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O 65 --� O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 ( TOENAILS BOTTOM g h HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). 0 KNEEWALL FOR VERTICAL NOTCH SILL AND z M PLYWOOD FLOORING d -� TO ALLOW VERTICAL Li 2xL-BRACE W/ 12d NAILS 4" 2x6 VERTICAL AND TO SLIDE DOWN TO p 0 @ O.C. L-BRACE @ 6'-0" O.C. & FACE OF TRUSS � ; � @ ANY OPENING 2x4 CONT. TOP PLATE = W 0 Li (ATTACH TOP PLATE I- ATTACH 2x6 VERTICAL STUDS W/ (2) 16d G1 W Q DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4' x 3" 3 1/2" TOE NAILS TOE z Uj SECTION X-X N.T.S. SIDS WOOD SCREWS V N W EQUALLY �_ 0 SPACED/CENTERED IN 2x4 #2 SPF STUDS @ _ m ..J 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER J 0 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 0 i' Im W STUDS W/ (2) 16d TOE 32 ATTACHED TO TRUSS J Z 0 NAILS` BELOW (OTHERWISE w Y ' I SEE ARCH PLAN I ATTACH W/ (2) 12d z W 0 W MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) U) W 0. 0. 2x4 #2 SPF STUDS @ X X w ,,,P-ZG. 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) U) IL 0 W 0 TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. CONT. BRACE & 10d Uj � (? 0 Q CD ACCOMMODATE 2x I NAILS 4" O.C. TO O Q 0 W 1p 2x4 SILL PLATE W/ (2) @ 0-0 7W pp N NOTCH SILL AND 10d NAILS @ 4" O.C. �____ x_ FLOOR SHEATHING U PLYWOOD FLOORING (NOTCHED @ 2x6 X TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: BAD TO SLIDE DOWN TO W/ (2) Y4"x3" SIDS Q DRAFTING FACE OF TRUSS SCREWS EQUALLY °` SPACED & CENTERED W -STRUCT: JW .... ...... ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p — QC CHECK: T_--- -.. MRB TO TRUSS W/ (3) Ya" x 3° L-BRACE @ II O.C. & cn -__-____.___ __ ...... --- ._... SDS WOOD SCREWS @ANY OPENING JOB No. DWH-2170278 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 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE �NG ~ DATE 02/14/17 (ST01 GENERAL LANDING 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ST03 SECTION HANDRAIL W/ FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. „ _ „ SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR a STAIR FRAMING INFO SCALE: 3/4" = V-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FLOOR TRUSSES SCALE: 3/4 -1-0 N.T.S. FpAR>�` UNDER BEAMS LESS THAN 2x12) I ST1 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. RECORD COPY #17-515