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2808 Gipper Cir (a)GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS. IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING STATIONS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. I I.MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc 1= 900 Fc 1= 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-83. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION 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 DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ 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 1 st (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 <112", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %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). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 STRUCTURAL NOTES & COVER WIND PRESSURE & SUCTION EFFECTIVE ®U 0 OZ. U UPDATES (PSF) WIND m FOUNDATION FORMS PLAN H VALUE DENOTES PRESSURE AREA (C: FT) LLI NV TIE SEAM PLAN (-) VALUE DENOTES SUCTION AREA ) 5O 10 (+) 21.2 (+) 21.2 SECOND FLOOR PLAN (-) 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 � O�6J`�( N (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 ELV-1 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" LEFT AND RIGHT SIDE ELEVATIONS (+) 18.4 17.7 w0ZD(fl� o (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 ja 4 4 5 �5 hi ° STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 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 REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. RECORD COPY REVIEWED FOR CODE COMPLIANCE pLAN6 EXAMINER 1_1 !_Tb_-- SANFORiD_BUILDING _f1!ti`!�4J�+� A PERMIT ISSUED SHALL 'c3E ONS .r >c F. LICENSE TO PROCEED WITH THE VJONh �lf,,i_1 ; 4CO AUTHORITY TO VIOLATE, CANCEL. L i GP ,_Ju SF ASIDE ANY OF THE PROVISIONS OF THE c F(>-'niiCAL CODES, NOR SHALL ISSUANCE OF A aErtvill '-)OEI'ENJT THE BUILDING OFFICIAL FRO611 THEPFA+:T-,F: REQUIRING A CORRECTION OF ERRORS CONSTRUCTION OR VIOLATIONS OF THIS COr. E COMPACTION YE�ST REQUIRED Results to be Verijw,i w Slab Inspection j 8- 5252 GARAGE NORTH 2808 GIPPER CIR. SANFORD, FL. 32773 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z 0 N z O E LLI F w ❑ O U O z 0 J_ D ED Q ❑ tr O J LL_ w LL O z O O D_ Ir LL] I- O J J Q T t w J Q_ O U ❑ z Q w U tY ❑ Q U) LL O z O Q U O J w t- _ H M U Z Q ❑ ry O U Q z C O t- ❑ w z W w ❑ U) w U H U) Q 1= z LU ❑ U) LU ry U) F- INDEX OF DRAWINGS SHEET Spy) SHEET TITLE 1 S1 W co ®�,p STRUCTURAL NOTES & COVER z.©�'4 ao 0) U cr O 00 z PHS ®U 0 OZ. U UPDATES o FS -1 m FOUNDATION FORMS PLAN TS -1 LLI NV TIE SEAM PLAN PLN -1 O FIRST FLOOR PLAN a__ PLN -2 U) SECOND FLOOR PLAN LLI ELE-1 FIRST FLOOR UTILITY PLAN ELE-2 U 0 SECOND FLOOR UTILITY PLAN � O�6J`�( N INT -1 Z. INTERIOR DETAILS o INT -2 O STAIR SECTION U 2 ELV-1 Odp3� z .4m FRONT & REAR ELEVATIONS ELV-2 0 U r r: LEFT AND RIGHT SIDE ELEVATIONS w RFP -1 w0ZD(fl� o ROOF PLAN r°6 _ V _~ z U) n� V Q N ' m °m"' PLT Z - �z 0 L -L m' PLOT PLAN W ❑ >- O 8 QT_0<Q ❑ F-Z>_2ui o Z Q¢ w Y 0 3 ® Q�LL 0C �O_ 3 LLJ w U Q M % w0o S2 O FOUNDATION PLAN O S2.1 73 DOWEL PLACEMENT PLAN R S3 r- FOUNDATION DETAILS CNM S4 LINTEL PLAN m LL S5 FIRST FLOOR FRAMING PLAN w S5.1 W ®U. NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN U) J SD1 LU Uj 04 GENERAL DETAILS SD2 ®.Ja.-W GENERAL DETAILS J SD3 >- ® GENERAL DETAILS U W U SD4 TWO STORY DETAILS M SD5 LU ® 0- TWO STORY DETAILS W3:0. ST1 < 3 GENERAL STAIR DETAILS ®tea(D 00 MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 9/6/2017 CREATED ELEV. A & B W/ OPTIONS FRENCH DOORS @ FAMILY & SUPER FAMILY ROOM DP 2 10/3/2017 UPDATED PORCHES TO BEAMS ILO LINTELS JW 3 12/15/2017 UPDATED EVANS SQUARE TO STEM WALL AND ADDED REAGAN POINTE VERSION (ACCU-SPAN) JW 4 2/28/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6TH EDITION (2017) RESIDENTIAL DJ 5 5/29/2018 ADDED REAGAN POINT ELEV A W/ SUPER FAMII IY PER RPT -25 (ACCU-SPAN) EA 6 6/21/2018 EVANS SQUARE & REAGAN POINTE, UPDATED WINDOWS AT LOFT AS PER RPT -7 MB COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z 0 N z O E LLI F w ❑ O U O z 0 J_ D ED Q ❑ tr O J LL_ w LL O z O O D_ Ir LL] I- O J J Q T t w J Q_ O U ❑ z Q w U tY ❑ Q U) LL O z O Q U O J w t- _ H M U Z Q ❑ ry O U Q z C O t- ❑ w z W w ❑ U) w U H U) Q 1= z LU ❑ U) LU ry U) F- ate' Spy) I 1 W co ®�,p p®gggtiOG+bp�qOd�� co e o .fi r z.©�'4 ao 0) U cr O 00 z wro rw ®U 0 OZ. U QQ C) o m LLI NV Z O a__ U) LLI LLI U 0 c (I � O�6J`�( N LJJS Z. o Fo O U 2 Odp3� z .4m LLl 0 U r r: w O w0ZD(fl� o 1j V I� r°6 _ V _~ z U) n� V Q N ' m °m"' �( 6 Z - �z 0 L -L m' ` W W ❑ >- O 8 QT_0<Q ❑ F-Z>_2ui o Z Q¢ w Y 0 3 ® Q�LL 0C �O_ 3 LLJ w U Q M % w0o O U) O 73 M-�- R r- CNM m LL w W ®U. O U) J LU Uj 04 u ®.Ja.-W J >- ® U W U M LU ® 0- t W3:0. < 3 ®tea(D 00 0 00 N STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH 0205549 SCALE: AS INDICATED DATE: 07/05/18 71 ASR REVISIONS # BY DATE DESCRIPTION 1. JS 03-09-17 ENLARGE A/C CLOSET BY 16" TOWARD THE TOP OF THE STAIRS 2. JS 12-20-17 REMOVED STORAGE SHELF FROM OWNER'S CLOSET 3. LW 5/14/18 -REVISED WINDOW AT SUPER SHOWER TO BE 24X16 -REMOVED WINDOW AND TOP OF STAIR -REVISED HS AT LOFT TO BE (2) 3-0 5-0 SH. THESE WINDOWS WILL BE IN THIS LOCATION WITH NO OPTIONS AT RETREAT. _� C -0 Q1 ® N = E ++ E aii 0 11 10 ��®.c c ® E �� O a-• C L u) :3 O as uo c — ® r+y ( ® 0�o O w5s � � V V N �0.+ O E HCR (s) DESCRIPTION REMOVED 4" FROM OVERALL DEPTH OF HOME TO FIT LOT SETBACKS: @ 1ST FLOOR: -REMOVED 4" FROM FAMILY -REMOVED 4" FROM DINING -REVISED CABINETS @ DINING AND RECENTERED WINDOW OVER CABINETS @ 2ND FLOOR: -REMOVED 2" FROM BEDRM 2 AND BEDRM 3 -REMOVED 4" FROM HALL @ BATH 2 -REDUCED LINEN CLOSET BY 4", RECENTERED DOOR -REMOVED 4" FROM BEDRM 4 REVISED SQ FT CHART V = N O -0 R'i L E Ind 71 ASR REVISIONS # BY DATE DESCRIPTION 1. XX XX-XX-XXXX COMMENTS ~ $N to a> cE�'-v�� a -u 0 _� C -0 Q1 ® N = E ++ E aii 0 11 10 ��®.c c ® E �� O a-• C L u) :3 O as uo c — ® r+y ( ® 0�o O w5s � � V V N �0.+ O E HCR (s) DESCRIPTION REMOVED 4" FROM OVERALL DEPTH OF HOME TO FIT LOT SETBACKS: @ 1ST FLOOR: -REMOVED 4" FROM FAMILY -REMOVED 4" FROM DINING -REVISED CABINETS @ DINING AND RECENTERED WINDOW OVER CABINETS @ 2ND FLOOR: -REMOVED 2" FROM BEDRM 2 AND BEDRM 3 -REMOVED 4" FROM HALL @ BATH 2 -REDUCED LINEN CLOSET BY 4", RECENTERED DOOR -REMOVED 4" FROM BEDRM 4 REVISED SQ FT CHART t t I I f I ORLANDO ' ow y O L ~ $N to a> cE�'-v�� a -u 0 _� C -0 Q1 ® N = E ++ E aii 0 11 10 ��®.c c ® E �� O a-• C L u) :3 O as uo c — ® r+y ( ® 0�o O w5s � � V V N �0.+ O E N L c O Qi S2 >1 L Ql V = N O -0 R'i L E Ind I- VJ O7 m m t t I I f I ORLANDO ' ow 4 •w is t t I I f I ORLANDO ' ow t t I I f I ORLANDO ' 4 •w t t I I f I ORLANDO ' 1, cTiImiu ul■ I t I I I t I t I t t 4w cv O O L '(D O 4Z L L (D Q C E -0 E J N O 0 g N p il C W O w= ++ E C C 4 m Qi �Q(ni:i�® C O O o �g N v m N 0 O r e�E NL d C .0 S C �O y ® d Q " U S Nt6 Q C E"'aiM>Lv E I— u) m m cC to ul■ I t I I I t I t I t t BEAM SIZE & TYPE PER ENGINEER 0SZ_ N0 (n WNAM r PER ENGINEER TIE BEAM PLAN-, uj 0- M P w � r S f s I s I I S 41 C') co ifHN ill �f'r O h 3 ® C3 o QW) < 0 d� ®� 110© z y� V"ah Sao° L L w � r S f s I s I I S Y z Q� o. L ,a CL L L N -a O N O Q E n ® O U $ O .0 U N O = T O c� E N O O A _ovum B C i N= O 1 oNcUa� le C O O O O 4)N (DU v M N O N L ~ O ® U N caNiQ.+va� E 4— .0 > i �+ w � r S f s I s I I S z CN o. CL j U. • C'. 0 co LL w w � r S f s I s I I S l � � � `� � • � �. � Al * 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 11/2" HIGH THRESHOLD AT EXTERIOR DOORS 1/3/18 * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD f in, _ nil LIVING 1ST FLOOR 722 2ND FLOOR 1206 4 TOTAL SLAB 1275 GARAGE 395 FRONT PORCH 88 REAR PORCH 70 L O 0 CIO) LL1 j ® 0 L L CL noo E A E ^ IL m = � � o O J LL] 0 0 =-ccvEu E O ® c � 4- 3 r LL. L O S 4" O 0 'Y ItU ++ O C O 0 0 Y O +' 'o -Z O V N +r O p i C O V ~ N ■ . . O uN E > N M F LIVING 1ST FLOOR 722 2ND FLOOR 1206 4 TOTAL SLAB 1275 GARAGE 395 FRONT PORCH 88 REAR PORCH 70 Few,* �'l L O 0 CIO) iU. ® 0 L L CL noo E A E ^ IL m = � � o O J N O 0 ��cnc�,as =-ccvEu E O ® c 4- 3 C L O S 4" O 0 'Y Y ++ O C O 0 0 Y O +' 'o -Z O V N +r O p i C O V ~ N O uN E > N M Few,* �'l 0 CIO) iU. CL noo < co LL AMA Lr. Q c• < c e C gni _ nil :._ t I I f I i f S f t 1 .a c ° �' L N ° C a►L.+ Qi N Q. ° ° V N OU N C (n E� ® o c 0�°�0 � N i V cc ° ° ° .Y N U N m ° N L y® �o`ov�-N3 � N a � 0. Eaim>L (n M a� 0 �:3>1 a0cnmEvmU) L t I I f I i f S f t 1 t I I f I i f S f t (2) # 2/0 XHHWALUMINUM CONDUCTORS (1) # XHHWALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R PEDESTAL SERVICE BY OTHERS AMP NTS v (2) # 2/0 XHHW ALUMINUM WIRES (1) # XHHW ALUMINUM WIRE ELECTRICAL RISER NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. GRND. OPTION 1: #4 BARE CU TO GROUND 8FT. GROUNDING RODS 8 FT. APART -7 GRND. OPTION 2: FOOTER STEEL GROUND (REQUIRED) 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 AMP 110V OUTLET 120/240 VOLT 30 COMBO CIRCUITS MLO DISCONECT 0 AND 12" A.F.F. (U.N.O.) METER CAN (3 OR 4 WAY AS NOTED) GRND. OPTION 1: #4 BARE CU TO GROUND 8FT. GROUNDING RODS 8 FT. APART -7 GRND. OPTION 2: FOOTER STEEL GROUND (REQUIRED) 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 COACH LT. ® COACH PREWIRE @ �i — ®_ -- �� LT.PREWIRE @ 8" ABV.HDR.PER 8" ABV.HDR.PER COMM.SPEC. COMM.SPEC. "AS REQUIRED SEE COMMUNITY FEATURES" /GFI 110V OUTLET STANDARD SWITCH D DOOR BELL 0 • 12" A.F.F. (U.N.O.) L V (3 OR 4 WAY AS NOTED) ® O c uj GFI GROUND FAULT INTERRUPTOR (WEATHER PROOF AS NOTED) -O SURFACE MOUNTED LIGHT CHIMES DOOR BELL CHIMES �E2-a E a cC O c 0 Uj 1 6HALF HOT OUTLET (� WALL MOUNTED LIGHT E© PANELBOARD W/ N C A� a CIRCUIT BREAKERS 0 0a44m o� 220V OUTLET RECESS CAN LIGHT HB-{- 0 3 c2°Eos (36" A.F.F. @ UTILITY) O (EYEBALL AS NOTED) I HOSE BIB .�. V PHONE LINE VT EXHAUST VENT GAS { GAS TAP V TV11 m CABLE TELEVISION SD ® SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW t# I I COLD/HOT WATER SUPPLY COACH LT. ® COACH PREWIRE @ �i — ®_ -- �� LT.PREWIRE @ 8" ABV.HDR.PER 8" ABV.HDR.PER COMM.SPEC. COMM.SPEC. "AS REQUIRED SEE COMMUNITY FEATURES" /GFI p Iwj w r r s v 0 • � L V MO ® O c H y N -O �E2-a E a cC O c 0 0 —I cn 0 N U 0 N C A� a E 0 0 0a44m o� C= G 0 3 c2°Eos t� O 41 ® +, N c v c = ;Y rn C O O O w N E V 0 m O ++ w °`� vl- N 3 oQ)0 w .2 E 0 > L v 0ya��0 CL tCL 51 O E M N p Iwj w r r s • • MO lo !" •` 1! li I I I S S S s S I 4 _ lo !" •` 1! li I I I S S S s S I (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1) # XHHWALUMINUM NEUTRAL (1) # 4 XHHWALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R AMP PEDESTAL 120/240 VOLT 30 COMBO CIRCUITS MLO DISCONECT 0�x' AND SERVICE BY METER CAN OTHERS AMP NTS (2) # 2/0 XHHW GRND. OPTION 1: #4 BARE ALUMINUM WIRES CU TO GROUND 8FT. (1) # XHHW GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER NTS 12" A.F.F. (U.N.O.) NOTE: (3 OR 4 WAY AS NOTED) ELECTRICAL MATERIALS AND INSTALLATIONS GRND. OPTION 2: FOOTER SHALL COMPLY W/ APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. SURFACE MOUNTED LIGHT 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 I t I S S t I I t 110V OUTLET STANDARD SWITCH u DOOR BELL � o 12" A.F.F. (U.N.O.) T (3 OR 4 WAY AS NOTED) S iv+ Uj GFI GROUND FAULT INTERRUPTOR (WEATHER PROOF AS NOTED) "a SURFACE MOUNTED LIGHT CHIMES DOOR BELL CHIMES C d ® O U O O V U) Uj 1 HALF HOT OUTLET Q WALL MOUNTED LIGHT ELEC. ® t; 4- 3 A O ll� O O � CIRCUIT CIRCUIT BREAKERS BRE KE e p -"G N 220V OUTLET 13 RECESS CAN LIGHT HB} 4- ~ N 3 U (36" A.F.F. @ UTILITY) O N � i (EYEBALL AS NOTED) I HOSE BIB O O V PHONE LINE VT EXHAUST VENT GAS GAS TAP En m TV 1 !II CABLE TELEVISION SD 23 SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW t I COLD/HOT WATER SUPPLY I t I S S t I I t F EE � o L T S iv+ C E "a a. cC = C d ® O U O O V U) E O o 0 t; 4- 3 A O L N O Y O O � +N.' O e p -"G N 0 V N� O N L = C- —"' 4- ~ N 3 U v O N � i � � c� O O L ++ tC E m N F- N En m I t I S S t I I t F EE • I t I S S t I I t • I t I S S t I I t FILL CABINET MOULD TYP. W2436 W2736 W3012 W2736 W2736 ., W3918 00 .... ------ - - - - - - I I I MICRO W/ I VENT HOOD BACKSPLASH PER COMMUNITY ANNE W nu o0 � OVEN �1 B27 B27 B24 B27 KITCHEN •' ':• J 12" DEEP SHELF ---- --------- i � I I WASHER ; ; DRYER I I II II I I UTILITY �i MIRROR SPLASH PER SPECS VS42 FILL B27 B27 W= "HIGH WALL 341/2" HIGH WALL '04 9 '09 STAIR SECTION s s s t 9 I I c 0 0 �Il L O W Q C E >' O E O O V O y C -a O w tC N �sr�� O _ 0 >,_ ® Ne V — .�o coo No l A �a0��— .� _y C E Z iC > L '�"� tC sv ( O Um E ( � s s s t 9 I I �Il .I s s s t 9 I I 1x BLOCKING f J , 2x12 STRINGER ONE ON EACH SIDE AND DOUBLE • 42" HIGH 2x4 WALL W/ 1x8 CAP HANDRAIL CASING 2x12 TREAD 2x12 STRINGER 2x4 STUDS 1" 10" NOSING (TYP.) 3/4" PLYWOOD DECKING 9 0ff 2x12 STAIR ni � HEADER ALTERNATE STUD WALL CAS I N co coco 0 ca STAIR NOTES d * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE ® FLIGHT, FROM A POINT DIRECTLY ABOVE THE zs.- TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. (D = HANDRAIL ENDS SHALL BE RETURNED OR SHALLz CL TERMINATE IN NEWEL POSTS CL * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) *9'-91° CLG -17 RISERS @ 7.5311; 16 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) 1 I I S I 1 .a �, . ,,��► v O L� Q Q) N O O O Q D. CC C O 0 O UO o t 0 U 0 0 .- a ^++ ycn 0 O = L O O C4''3 0 0 00 }, i 2 0 0 O C1 ON 0 U 0 C O O O �G O 'W = O N 0 U V m O a o O 0 Q1 .w2 R c 0 >LU L E n m m STAIR NOTES d * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE ® FLIGHT, FROM A POINT DIRECTLY ABOVE THE zs.- TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. (D = HANDRAIL ENDS SHALL BE RETURNED OR SHALLz CL TERMINATE IN NEWEL POSTS CL * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) *9'-91° CLG -17 RISERS @ 7.5311; 16 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) 1 I I S I 1 �, . ,,��► Imp STAIR NOTES d * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE ® FLIGHT, FROM A POINT DIRECTLY ABOVE THE zs.- TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. (D = HANDRAIL ENDS SHALL BE RETURNED OR SHALLz CL TERMINATE IN NEWEL POSTS CL * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) *9'-91° CLG -17 RISERS @ 7.5311; 16 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) 1 I I S I 1 �, . ,,��► STAIR NOTES d * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE ® FLIGHT, FROM A POINT DIRECTLY ABOVE THE zs.- TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. (D = HANDRAIL ENDS SHALL BE RETURNED OR SHALLz CL TERMINATE IN NEWEL POSTS CL * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) *9'-91° CLG -17 RISERS @ 7.5311; 16 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) 1 I I S I 1 SIDING FLASHI 2x LED STRUC 9-4 TON COMP. SHINGE ALUM. [ ALUM. f 2x6 SUE ALUM. CHANNI 2x LEDGE[ STRUCTU[ GA,RAGE CORNICE STEM FTER )ARD INISH CMU ,TING -19'_8"PLATE 4" TRIM BOARD & BATTEN W/ 6" TRIM (TYP.) 9'-4"T.O.M. TEXTURED COATING (TYP.) 12" SQ. WOOD COLUMN W/ 4" TRIM AT TOP & 6" TRIM AT BOTTOM _0"FIRST FLOOR ASPHAL SHINGLES TYPICAL PER SPECS. 4" WIDE RAISED SINGLE BAND AT ENTRY -FRONT ELEVATION 111311 NOTE: TEXTURED COATING SMOOTH, SAND FINISH Ui <� 0: z op a®� 12"x18" LOUVERED W/4" TRIM SURROUND 12 12 6F71 c�� 6 ASPHAL SHINGLES TYPICAL PER SPECS. ---19'_8"PLATE - -- --------------------------- --------------------------- - -- 19 _g PLATE -- / , • i , ' TEXTURED COATING (TYP.) - - - - - - - -- 9'- 4" - - - ' - - - - y 9'-4"TO.M - , ` / l \ 0" FIRST FLOOR _ / / _ -\ - - - _ _ 0" FIRST FLOOR - - —REAR ELEVATION W/ FR. DRS. AT FAMILY 0 ti, ED m V •� 'i3 L L • -. �o FR. a FR. DR. 0 0 FR. DR. o FR. \ \ - / DR. FX orgy's �� 0��3 DR. FX ` / / _ -\ - - - _ _ 0" FIRST FLOOR - - —REAR ELEVATION W/ FR. DRS. AT FAMILY s 3 I I f t S S I I 0 ti, � L m V •� 'i3 L L • -. c E ?'-� a 0 0 o o orgy's �� 0��3 0 E ai �+ L y = O F, oco®0_ or, 'o y V V y +m.+ O 9� o Oy o y N CL Q1w=— h00m mL mU) s 3 I I f t S S I I • -. s 3 I I f t S S I I C-:) 0 cl-i Lr— Cc C5 to 0 04 -0 W (o (1) . a E 2, -a -0 -0 0- 0 0 U) 0 12 00" 4� 0 0 6 E r 0 0 E It = 0 w 12 < Q() Ere 0 0 0 o co 6 0.- = o o a C) m o 1' "1 Z: ASPHAL SHINGLES ao(o)0000099,*000 0 u U) TYPICAL PER SPECS. = @ m a) m u 12 19'- 8" PLATE 6 E7' u - — — — — — — — ------ — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — —19'=8" PLATE H vg, cm m E ro w I I Ram_ j W 10 MEW 6" TRIM t 0 _Ell I kmali ki COATING (TYP.) TEXTURE 12 '7 % Lo 9'- 4" PLATE, --------- % - - - - - - - - - - ♦ - 12 - - - - --- - - - - - - - - - - - - - - - , -'---'------------------ I - - I 9'- 4" T.O.M. - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE DETAIL 2 W - % 0" FIRST FLOOR -- - - - - - - - - - - - - ---% - - - - - - - 0" FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - --- - - - - - - ---------------- --•- - - - - - - - - - - - - SIDE ELEVATION co C4 co 19'- 8" PLATE TEXTURE COATING (TYP.) 9'- 4" T.O.M - - - - - - - - 0" FIRST FLOOR SIDE ELEVATION 12 '4z:;: -19'- 8" PLATE BOARD & BATTEN W/ 6" TRIM (TYP.) 12 ,q12-- 9'- 4" PLATE - - - - - - - _- iclo 0" FIRST FLOOR NORTH —141 3=B ELVm2 t f f t T t I t t NORTH —141 3=B ELVm2 t f f t T t I t ROOF PLAN__ ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1275 / 300 = 4.25 4.25/2=2.13x144=306 ROOF VENT = 306 / 138 SQ. IN. = 2.22 VENTS • • k-- Q3 d Lu •i: 4� 4a L O E A� allo®y®o oouol o �4a ��- 0 © �J�� co)) E O V 4 i ® c3"' LL1 s co >► O ,N O O ,X id O C O O O00 `1 N > O .v E w tC 9 i V tC >'CL m y h N cm iv E M N • • s I s s s I s s I 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1275 FLATWORK:363 LOT: 3204 COVERAGE:39.8% SOD AREA: 1266 NOTE: AVG 300 SQ. FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. ARC TABLE ARC LEN. RAD. CHRD. BRG. CHRD. LEN. 'A1 40' 2228.48' S57034'23"W 40' Lo 1 5 -O11 LANAI u )Al9 •� CORALBELL L, = • V GIPPER CIRCLE Lo m I I I I .J I 1 MAI • II 4b'! co co �I w r;. v pm� I S I t I I I 9 t c O O L �. •� c 0 :a TO d. a.a 0 0 E >+ 0.at G1 N N U a 0 C 0 O O -,e.a 0 ='a ¢p O N V Ucu o y a L N `J N 0) tv .S u) Qc) 0>`Lv A CL r N 0) m cc r;. v pm� I S I t I I I 9 t 30'-0" 14'-0" 16'-0" (2 -STORY FTG) 8" 13'-4" F08 F01 A/C PAD S3 S3 o� 5" 4'-2" (2 -STORY FTG) 6'-6" 30'-0" 16'-0" 19'-4" (2 -STORY FTG) jjjp,-mijq� jll� �11111I jr, .......... 1/4"= 1 I -01f 1. PROVIDE MIN. 6 MIS. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL`,OR� USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 00all Ui O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ] LL BARS & 3" MIN. COVER TO EDGE OF CONC. _ O � ccs p - 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN LL PARALLEL (3) #5 PARA EL TO 12" �a�� ' ��m LL BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE O.C. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 ;�, MIN (4) # 5 E.W. FO LL I 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 S3 U F11 F11 BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. a ° S3 S3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. \ I I 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. E WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 2 2 I 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A 12'-0" MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 0'-0" FIN. FLR C) 1 BARS & 3" MIN. COVER TO EDGE OF CONC. NI 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. II I 0 0 54"x54"x24" dp w/#5's EQUALLY SPACED EA. 3-1/2" THICK CONC. SLAB W/ 6X6 MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W/1.4 X W/1.4 W.W.F. OVER 6 O F01 MIN (9) # 5 E.W. MIL VAPOR BARRIER OVER I S3 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC, F01 COMPACTED FILL. � I S3 LL } p 14'-7 3/4" 15'-4 1/4" FO cv 2 2 S3 N _ CEl FO o S3 i _1 f- W CO _ Uo 4'-8" FO U LL O`er c z S3 U o 0 o F U 6 U �00 GOQ' 701 F11 S3 S3 18'-8" Q� E El D M 0 W J r rn LLJ I_Zfn� - U 2 Qz _N�m 0 CO v U I o WcuU) F02 S3 �0>-0 cu N i j o a L� W Q O 0� I— \aJ d W 0 J EL 3, W � Lo W M O V o _ S3 0 M - co FO M C4 S3 M ho 2.3 F08 ( F 1 3 S3 S3 W 0 UO H F LU LIJ 04 5" 4'-2" (2 -STORY FTG) 6'-6" 30'-0" 16'-0" 19'-4" (2 -STORY FTG) jjjp,-mijq� jll� �11111I jr, .......... 1/4"= 1 I -01f 1. PROVIDE MIN. 6 MIS. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL`,OR� USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 121 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q z W 0 U) W r 0 F- W _ F- W 0 O U O z 0 J m Q O J LL W _ F - LL O U) z O W O d W 2 F- O J J Q _ F- U) W J CL 2 O U Q z Q W F- D - Q _ U I O U) z O U) O a. W Of U I--' _o Q 0 z O Q U O J W _ _ F- W U z Q 0 Qr O U U Q z 0 W U) O 0- 2i (D Z Q Q O J 0 z W _ F- 0 z Fa - U) F- 0 0 W z (7 W 0 U) W U D F- U) J Q z W 0 U) W _ F- 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Ui O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. LL BARS & 3" MIN. COVER TO EDGE OF CONC. _ O � ccs p W 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN LL PARALLEL (3) #5 PARA EL TO 12" �a�� ' ��m LL BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE O.C. 121 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q z W 0 U) W r 0 F- W _ F- W 0 O U O z 0 J m Q O J LL W _ F - LL O U) z O W O d W 2 F- O J J Q _ F- U) W J CL 2 O U Q z Q W F- D - Q _ U I O U) z O U) O a. W Of U I--' _o Q 0 z O Q U O J W _ _ F- W U z Q 0 Qr O U U Q z 0 W U) O 0- 2i (D Z Q Q O J 0 z W _ F- 0 z Fa - U) F- 0 0 W z (7 W 0 U) W U D F- U) J Q z W 0 U) W _ F- 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Ui 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. LL BARS & 3" MIN. COVER TO EDGE OF CONC. _ O � ccs p W 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. �a�� ' ��m LL BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC, SYMBOLS LEGEND 121 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q z W 0 U) W r 0 F- W _ F- W 0 O U O z 0 J m Q O J LL W _ F - LL O U) z O W O d W 2 F- O J J Q _ F- U) W J CL 2 O U Q z Q W F- D - Q _ U I O U) z O U) O a. W Of U I--' _o Q 0 z O Q U O J W _ _ F- W U z Q 0 Qr O U U Q z 0 W U) O 0- 2i (D Z Q Q O J 0 z W _ F- 0 z Fa - U) F- 0 0 W z (7 W 0 U) W U D F- U) J Q z W 0 U) W _ F- S t S S I f rn W M Ui � EZ rn LL affi _ O � ccs p W ��- < 00 co 0 O �o '� J op, ® �a�� ' ��m LL LA I- 0 0 d. U W W Uo O`er c z U o 0 o F U 6 U GOQ' Q� 0 W J r rn LLJ I_Zfn� - U Qz _N�m 0 CO Q J J 7 m� N c WcuU) �0>-0 cu Z�Z>2z �... i j o a L� W Q O 0� I— \aJ 0 J EL 3, W � Lo W M O V o U) 0 M C4 M ho J W W 0 UO H F LU LIJ 04 11 U7 M �<0—J 0 - W W V _j W� ® W 1 W —J 05;' to 00 OW 0 �-� M iL cN STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 lk S t S S I f 0 N 9 0 ti 1'-8" ( 16'-0" 11'-8° SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM &@24"O.C. 1-3 VERTICALLY BETWEEN COLUMN & MAIN J HOUSE CMU p Q_ i Wz W Q FILLED CELL 1\\C/) (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1/2"=11-0" LL I' - OL a Z L LL C U. 2 C U. ZZ C Q DOWEL PLACEMENT PLAN - L 1/4"=1'-0" ' I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I f I f I f s I f as co Q' co "aaa sae ©a/� ✓ W �® �®� = z �LL � Q (jam �� ¢ O ° < � t.) c5 m W � o <Z7 0 i ® °d� }¢- O LL ❑ O f"- U) W W Uo Q n z A` o 4 L1.J 0V 2 O 451, LIJ z Lu J �` Z 1 1 iiiauull�®® (D Q N Z Fq J J ( 0 F- 'V CO LL c W LU5 <0_ W: 0 Q C' < �' (6V O O LU¢ a 3 3 W Q W r ® O U r - Z 0 W o i U) 0 TM a LL LU W 0 Cn -j Q W M C44 it ® F V z W W i V~ACL ' W C� >0 5; 0 0 CO LU �—®0 CCN i STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED L DATE: 07/05/18 u U S2X1 I f I f I f s I f (1) #5 FROM FTG. TO BOND BEAM IN FULLY GROUTED CELL. REFER TO MD08 FOR SPLICE INFORMATION MASONRY WALL — SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN co I�►1 Co (2) #5 BARS CONT.11 - (1) #5 FROM FTG. TO BOND BEAM IN FULLY V 7PENDING SITE PENDING SITE GROUTED CELL. ! CONDITIONS, SEE d CONDITIONS, SEE REFER TO MD08 FOR DETAIL MF20 FOR DETAIL MF20 FOR SPLICE INFORMATION All DEEP MONO DEEP MONO t .- �'' MASONRY WALL < Q ' SEE PLAN CONCRETE SLAB PER .'•I' F. FOUNDATION PLAN '. VARIES SEE PLAN I .' 00_° 4° boa. a GRADE GRADE I I I a a .sI — z z I= - = I 1= 00 CONC. SLAB PER FOUNDATION PLAN U) w j d e ° d T I'$'r - 6,r� I IF BEARING WALL ABOVE - WALL ANCHOR TO HAVE MIN. 7" EMBEDMENT BELOW MIN 5" LOWEST STEP OF CURB (1) #5 CONT. W/ 1-1/2" W COVER TYP. z " CONCRETE SLAB PER n a - FOUNDATION PLAN 1177-7 • d° ° d . ° 00 —i HOLD BRG WALL BACK SO GYP FINISH IS FLUSH W/ FOUNDATION BELOW CONC. SLAB PER FOUNDATION PLAN -z z dI-1—II- 11= 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE I I 2x P.T. BASE PLATE I '44 . I ° ° d IFE, 1z - A. — I =1 1= 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE CLEAN COMPACTED 2x P.T. BASE PLATE FILL @ 95% STANDARD DENSITY CONC. SLAB PER FOUNDATION PLAN d' .e . ..e... .. t . a—I I -I I I—I I- I I I I=II I=_I 00 z I—I I I; III III- III- (1) #5 BAR CONT. —� - j - - I I I I 1 1- 111- I I-1 I 2) #5 BARS CONT. W/ -III III -III J I i I W/ 3" COVER TYP. _ - -_ 8.r 16,. 4.r (2) #5 BARS CONT. I I I =III III CLEAN COMPACTED 3" COVER T P. 8" 8' LLh Fz -_ - - I CLEAN COMPACTED —I �, , , I W/ 3 COVER TYP. FILL @ 95% STANDARD ° (2) #5 BARS CONT. W/ 6" 8" I CQ W/ 3 COVER TYP. CLEAN COMPACTED DENSITY 3' COVER TYP, u� FILL @ 95% STANDARD 8" 1'-0" DENSITY FILL @ 95 /o STANDARD 8" 1'-0" DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED FILL @ 95% STANDARD FILL @ 95% STANDARD o WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE W/(3) #5 BARS DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2t SHALL BE 1'-4" WIDE W/(3) #5 BARSSHALL BE SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS 1'-8" WIDE W/(3) #5 BARS H F01 TYPICAL EXTERIOR FOOTING *170�TYPICAL GARAGE CURB FOOTING AFO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" cop \,j O U NOTE TO CONTRACTOR: z ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D U) o FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS NOTE: AT FRENCH v SEE PLAN FOR ADJACENT MONO AND/OR STEM WALL w m SHOWER SIZE FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. MASONRY WALL OPTIONAL CURB BY a d° M MIN. 24" BEFORE e CONTRACTOR TO �r BUILDER a z ANOTHER STEP <�"'. VERIFY WITH DOOR SEE PLAN O �z I �. 8" MIN. '' CONC. SLAB PER 8"x12" THICKENED o O j MANUF. FOR (1) #5 FROM FTG. TO "- FIELD VERIFY o 1= e d REQUIRED RECESS SLOPE w z CONC. SLAB PER FOUNDATION PLAN SLAB W/ (1) #5 CONT. < j a ' . ] TIE BEAM MIN. 25 z_ > m #5 CONT. CONC. SLAB PER SPLICE GROUT CELL FOUNDATION PLAN W/ 3' COVER TYP. w O ° e °a o Q ' �° ° THRESHOLD PER MFR'S w 2i LLW M °: GRAD Z �' '® d . �' °� a® o ' °' ° d I e FEINFORCEMENT OUNDATION PLAN EE t °' SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS O Q d Q : E w - a cn , > •-� :�.d�......'� w THRESHOLD PER z d = � - - °.. _ o °.r d. °U) j d ° �. g do A.I'.': FOR QUANTITY MANUFACTURER'S 8 -1 11=III=III= I=1 I I I F9 I _ _ SPECIFICATIONS _ _ > a a -1 I I=1 I I-► III III ° e Q) e a 4 ° —.a.• III -I I=' . �'° a a.. III=III �a "� o.a ®.... , ' �. #5 x 25" x 25" CORNER °. d° ° .°a °, e� .° ° d Q° p GRADE e _° —III—III—I I I _I _I a ° I I III- BAR, ONE FOR EA. °° ° - - LU II_ I -) I I II=VERIFY PLAN DETAILS HORIZONTAL z . d. a a ._°. d -— ' iI I — -CONC.SLABPERz II - ° ao _" d„d REBAR, TYP. U.N.O. =1 I w e. FOR REQUIRED #5 FOUNDATION PLANLli —ONT. BARS. MAINTAIN III II = TT _I Ou_J 7. I— •' I-III=I I -� I-1 PENDING SITE I I 1-I I -III-III-1 - - _ (111-) 3” COVER TYP. ®` ®' �. ° ``' -III- =1 1= I -11=I I -I I J CONDITIONS, SEE I-I-� I (� _ ( I(=1 I(—I -III-I ° a d ° .. -III I I (- I I- I I -III < DETAIL MF20 FOR -III-I - =16" MIN.- 16" MIN. '' 01 SLOPE W/ 35 COVER TBARS YNT.P. 8 8 8 8 1' 0" DEEP MONO VERIFY PLAN DETAILS e 2 #5 BARS CONT. FOR REQUIRED #5 BEND EACH CONT. #5 PER MFG SLOPE EXT. SURFACE CL BAR AT STEP DOWN, FILL @ 95 /o STANDARD J () CONT. BARS. MAINTAIN OR GRADE 1/8" PER CLEAN COMPACTED W/ 3" COVER TYP. CLEAN COMPACTED OR INSTALL #5 HOOK DENSITY FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. BUIOLD NGAY FROM o WHERE 2ND STORY OCCURS, FTG DENSITY BAR. LAP REBAR PER WHERE 2ND STORY OCCURS, FTG U SHALL BE 1' 4" WIDE W/(3) #5 BARS DETAIL MD08 ON 1/2" FIBER EXPANSION SHALL BE V-4" WIDE W/(3) #5 BARS ❑ LINTEL PLAN AS REQUIRED z 1F0 FOOTING @ SHOWER AT MASONRYF08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL 1=1 FOOTING AT INTERIOR BEARING WITH CMU W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" a < 2 (2) #5 x 4'-0" BARS WOOD POST PER PLAN LL FILLED CELL PER PLAN CENTERED AT PIPE PVC OR SCH40 SLEEVE FOR SIZE AND BASE O PENETRATION CONNECTION z Z TOP COURSE TO BE co O 4 d CHAIR BLOCKS. > GARAGE `" 8 CMU - a — d a. dZ-4 aENTIRE BASE TO BE du d dc FINISH PER ELEV. I I—III=I I =I I—I I FILLED SOLID ®®� CONC. SLAB PER I I CMU BASE W/ (1) #5 SEE ELEVATION ui FOUNDATION PLAN 8" C.M.U. FINISH PER I I=III= I =I I VERTICAL @ EA. TOP VIEW @CORNER FINISH FLOOR ELEV. - z -) - , 4 I -III- CORNER. SEE PLAN v FINISH FLOOR CO =III- d' III -III- FOR BASE SIZE; BARS a d REFER TO PENETRATING -III-III TO TIE INTO EXT. FTG. CONC. SLAB PER " _ - -FOUNDATION PLAN 1a.�, ° FOUNDATION PLAN a ° PIPE. MAX 4 z ;III=I I -III-III-FOR CONT. GARAGE WALL d a d a GRADE PENETRATING PIPE III=III _ BY TIE IN OR EPDXY z ❑ BEYOND I 1=I I ( = N ,''. ..; MAX. 4" SEE FDN. CONNECTION d' I.� U) ---�-.� -I (I I I I- FOUNDATION - I I PLAN FOR i I- ' #5 LOOP TIE (TYP.)Uj < w SIZ INF INFORMATION THICKENED EDGE ° > p DRIVEWAY BY PVC SLEEVE MAX - I I = i I co - .' �.. ;- '. �. • J REFER TO PIPE PERPENDICULAR TO FND TOOTSHEET BEYOND ING PER MF08!�� N a d ° . 4 d a W BUILDER- CONCRETE 6" DIAMETER i -I = I - ld FOUNDATION PLAN � 4 d• = z d - FOR CONT. CONC. SLAB OR U 4" — T - .°a c OR PAVERS c7 - ,�. eQ FOOTING PER PLAN z CONTACT EOR FOR ADDITIONAL REVIEW PAVERS PER PLAN PITCH I . ° ° I O —I I) I "' FOUNDATION A °;o i— CLEAN COMPACTED INFORMATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS °.. ° a a GRAD = —III— FILL @ 95% STANDARD I I 1 a FOOTING P ER PLAN IaII Id(SIDE VIEW) DENSITY I— — dCLEAN COMPACTED d SEE FOAIOR 0 FILL @ 95/STANDARD PVC SLEEVE A (FRONT VIEW) PAD SIZE DENSITY MAX 6 DIA. UQ°—CLEAN COMPAC 8" 8" x 8" THICKENED TED W 7. a I I I UEDGE W/ (1) #5 CONT. FILL @ 95% STANDARD ❑ DENSITYW/ 3" COVER, TYP. THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS —III=1 I I-III=III F1 FOOTING @ ENTRY MASONRY COLUMN < IF MASONRY WALL OR COLUMN IS ABOVE, HOOK VERTICAL STEEL TO BOTTOM ROW OF STEEL. CONC. SLAB PER FOUNDATION PLAN 3/4"=1'-0" 3/4"=1'-0" PIPE PARALLEL TO FND 3/4"=1'-0" o U) O a. ALL REINFORCEMENT SHALL MIN. (2) #5 DOWEL W/ CONT. BOND BEAM W/ ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE MIN. 6" EMBED. INTO .a (1) #5 REBAR @TOP z MAINTAIN 3" CLEAR TO AND 1-1/2" CLEAR TO ANY FACE MAIN FOOTING W(1) #5 FROM FTG. TO < GRADE AND 1-1/2" CLEAR TO EXPOSED TO WEATHER SIMPSON EPDXY @ e BOND BEAM SPLICE TO O ANY FACE EXPOSED TO WALL HEIGHT 12" O.C. FOOTING BE MIN. 25" GROUT WEATHER °� d °: REINFORCEMENT PLAN CELL SOLID c� LL �\ wLU IF MASONRY WALL OR CONCRETE STAIRS AS FILL @ 95% STANDARD - SPACED & 3" COVER, W/ (1) #5 COLUMN IS ABOVE, HOOK REQ'D PER GRADE W/ , o �. MASONRY WALL ' VERTICAL STEEL TO MIN (1) #5 BAR (3) #5's CONTINUOUS EQUALLY SEE PLAN 4'-1" to 54 BOTTOM ROW OF STEEL. DENSITY °+ °' PAVERS OR GRADE - TRANSVERSE BAR @ 12" O.C. CONC. SLAB PER - FOUNDATION PLAN I (( z SEE PLAN a .: a ° ° ° w _ CLEAN COMPACTED . ".- a h ° G a � WALL HEIGHT FOUNDATION FOOTING . o rn W CO °� d °: REINFORCEMENT PLAN c� LL �\ wLU w FILL @ 95% STANDARD V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. , ° a ' (3) #5's CONTINUOUS EQUALLY 4'-1" to 54 2-0 x V-0" DENSITY °+ °' TRANSVERSE BAR @ 12" O.C. CONC. SLAB PER - FOUNDATION PLAN I (( a .: a ° z SPACED & 3 COVER, W/ (1) #5 o 00 M > p �. a CONTINUOUS FOOTING (2) #5 BARS @TOP - I ° I I . Z 3'-0" x V-4" SPACED & 3" COVER, W/ (1) #5 24" O.C. - I 4° 4 ° e . ..,. °. w g w SLOPE ❑ SLOPE CENERED ON CMU WHEN MONO DEPTH - .. p (2) #5 BARS @ TOP I ° < ''� a Z GRADE �I _ WALL ABOVE WITH it EXCEEDS 26", IF -1— _: I ° 1. °°< WHEN MONO DEPTH = I < 0 (_ ° ' o - -_ -_ - ! •.- FOUNDATION SIZE AND DEPTH < 26" THESE I �= f: m'...fp ° EXCEEDS 26", IF =I I:°° iQ ° - MI III—I - -:-. -.. --- REQUIRED BARS ARE NOT REQ'D = I- ° GRADE W DEPTH < 26 THESE I " I=� —°�: a'. a ®.®;:� a, ° '. GRADE -II - I I I=I f REINFORCEMENT PER #3 STIRRUPS @ 48 " _—III= O.C. WHEN MONO =)II=I d ° . ' . ° 4 I,I BARS ARE NOT REQ D #3 STIRRUPS @ 48" I =I I -) -d ° r ° . . a a' d ° d' I = I=11-. V o = = -- a r r r=rrr- III - PRIVACY WALL SCHEDULE PRIVACY WALL SCHEDULE WALL HEIGHT FOUNDATION FOOTING DOWEL rn W CO (WIDTH x HEIGHT) REINFORCEMENT SPACING c� LL �\ wLU (3) #5's CONTINUOUS EQUALLY 0'-0" to 4'-0" V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. TRANSVERSE BAR @ 12" O.C. (3) #5's CONTINUOUS EQUALLY 4'-1" to 54 2-0 x V-0" SPACED & 3 COVER, W/ (1) #5 56 O.C. TRANSVERSE BAR @ 12" O.C. (4) #5's CONTINUOUS EQUALLY 5'-1" to 7'-0" 2'-6" x V-4" SPACED & 3 COVER, W/ (1) #5 32" O.C. TRANSVERSE BAR @ 12" O.C. O (5) #5's CONTINUOUS EQUALLY 7'-1" to 9'-0" 3'-0" x V-4" SPACED & 3" COVER, W/ (1) #5 24" O.C. TRANSVERSE BAR @ 12" O.C. J ❑ z W _ I— ❑ z U) 2 O ❑ w z U) W ❑ U) W DEPTH EXCEEDS 26"r —III-. .0 f.° a _ O.C. WHEN MONO _ - I I _- ° III- - FILLED CELLS TO BE AT EACH WALL CORNER, WALL IF DEPTH < 26 THESE =I I 1 1 a a' I -I I DEPTH EXCEEDS 26", III=I ° I -I I ° °$ -I 1 ' `- IF DEPTH < 26" THESE HEIGHT TRANSITION AND END OF WALL, THEN SPACED BARS ARE NOT REQ'D ' 1=1 1- . '�" ...' I- -III I - -) I I-� I -I CLEAN COMPACTED BARS ARE NOT REQ'D I I=III=) I— I - AS INDICATED ABOVE PER HEIGHT OF WALL (2) #5 BARS CONT. W/-, I I— CLEAN COMPACTED 3" COVER TYP. V-4" FILL @ 95% STANDARD (2) #5 BARS CONT. W/ l I I I 1'-4" I— FILL @ 95% STANDARD -III DENSITY H IV -I - - HEIGHT PER PRIVACY J 01 DENSITY 3" COVER TYP. IDT PER PR ACY WALL SCHEDULE z -I z WALL SCHEDULE o F20 DEEP MONOLITHIC FOOTING OF21 DEEP MONOLITHIC FOOTING W/ STAIR SF09 PRIVACY WALL FOUNDATION DETAIL - NOT USED W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" L0 t - 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. S t t I t t I I I t t%jiIII111111., rn W CO 00 c� LL �\ wLU 01 LU O 11 U W W Ll' U U)° O Ivo V o z z° Q� Z CD W '.J m .� 06 W°m�o Qz��°'Q, (D Z poMr 0 L-Lj N m W J -� U ❑i -O U 5 <opQ m U)❑I—?�2iw o < Q W Y O O �LLW 1: CL F_: W ,1 Q > M LL W U_0 _ Z pvLLJ + h N LL W ®LL O Ll.I Im N to u _j I.- W 9 ® j QQ ® LLJ V Mz IX WIt5Uj ! �L CL CL CL Wa : c 0 COa `...a' 0-0213�N STRUCTURAL ENG: RM DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 S3 S t t I t t I I I t CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z N� LL w n c� W } tr z O U) Q AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D — PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS °d ° . d . 44 ° , d. / _ .dam °° ° ZBOTTOM STEEL IN LINTEL IF ° ° INDICATE - HOOK INTO (° VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 4_�u t d ' 4 d F- ° 4 ° d' ' U) °.I O W d I G J O Q W z inLL<W d .. L0 n, '. 6' zcOo W 2 co W U) A a d d° ®.4 I I d GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 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 EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING' STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT 8R6-1 B/1 TQUANTITY OF #5 REBAR @ GRADE 40 GRADE 60 BAR SIZE BEND G d LAP SPLICE JA LENGTH .4 5'-2" 570 1232 / 1232 3480 / 2580 8360/3586 8826/4592 "A" "B" ° I.. d -SHEAR WALL AT OPENING "B" TYPI ° SEGMENT 17/8 �a 7 15 n 41/4 d 24 #4 21/2 5 5/8 91/2 ° °1 55/8 121/2 32 #5 31/8 I I d GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 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 EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING' STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT 8R6-1 B/1 TQUANTITY OF #5 REBAR @ GRADE 40 GRADE 60 BAR SIZE BEND G d LAP SPLICE BEND G LENGTH .4 5'-2" 570 1232 / 1232 3480 / 2580 8360/3586 8826/4592 "A" "B" NO -SHEAR WALL AT OPENING "B" TYPI DAL SHEAR WALL SEGMENT 17/8 41/4 7 15 ° 41/4 91/4 24 #4 21/2 5 5/8 91/2 I I d TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" 1T� LINTEL W/ TRANSOM DETAIL 3/4"=1'-O" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 1 Od NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 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 EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING' STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT 8R6-1 B/1 TQUANTITY OF #5 REBAR @ GRADE 40 GRADE 60 BAR SIZE BEND G LENGTH LAP SPLICE BEND G LENGTH .4 5'-2" 570 1232 / 1232 3480 / 2580 8360/3586 8826/4592 "A" "B" "C" "D" "A" "B" "C'. d #3 17/8 41/4 7 15 ° 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 °1 55/8 121/2 32 #5 31/8 7 11 3/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" 1T� LINTEL W/ TRANSOM DETAIL 3/4"=1'-O" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 1 Od NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 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 EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING' STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT 8R6-1 B/1 TQUANTITY OF #5 REBAR @ GRADE 40 GRADE 60 BAR SIZE BEND G LENGTH LAP SPLICE BEND G LENGTH LAP SPLICE 5'-2" 570 1232 / 1232 3480 / 2580 8360/3586 8826/4592 "A" "B" "C" "D" "A" "B" "C'. "D #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 11 3/4 25 33/4 7 .151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 d G (� C = a ° o CJ q d d: + a e CC) d ° _ "a 4 ° ° e d.' ° d dd LAP SPLICE EMBEDDED 10 REBAR SPLICE DETAIL C STANDARD 90° HOOK 3/4"=1'-0" C STANDARD 180° HOOK #3=2%" #4 = 2 %" #5=2%" #6=3" #7=3%" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8" 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 STANDARD LINTEL NOTES 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 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 EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING' STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT 8R6-1 B/1 TQUANTITY OF #5 REBAR @ STANDARD LINTELS BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1B/8F24-0B 8F32 -113/8F32-013 1'-6"2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232 / 1232 3480 / 2580 8360/3586 8826/4592 6'-2" 488 1 991 /991 2661 /2143 5681/2698 6472/3685 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 8'-0' 1 354 726/699 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 1 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1 1838/1567 2883/2003 12'0" 239 418/207 1075/1045 1838 / 1446 2883 /1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1 1676/0 18'-8" 0 14210 598/0 1114/0 1 1468/0 20'-0"0 180/0 598/0 1024/0 1 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 / 22'-8" 0 110/0---T-450/0 824 0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B 2'-4" 1694/1694 3725/3280 5499 / 5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085/4085 T-4" 1081 /920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/ 1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. 4'-0" 4'-0-0" OI U I BOTTOM OF LINTEL CAVITY 8F8-1B/1T 8F16-1 B/1 T 8R14-1B/1T —�� QUANTITY OF #5 REBAR AT TOP U° 8F16-1B/1T NOMINAL HEIGHT TYPE DESIGNA-HON NOMINAL WIDTH 0 8R14-0B/1T 0 8F16-0B/1T Uc 8F20-1B/1T J (D <W �z 00 90 LO 7' m 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1_1/711 rri CoQ t* ` 7-5/8" ACTUAL 8" NOMINAL WIDTH UNFILLED _OP MIN. (1) REQ'D BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 1/4"=1 1-011 J Q F z r - 8F20-0B/1T 0 8R22 -113/1T 09®°� ��LU O cc Via® (/ 8F24-1B/1T IsW O 8R22-0B/1T O 8F24-0B/1T LL O 8R30-1B/1T _o i N 8F32-1B/1T O 8R30-0B/1T z 8F32 -0B/1T 0 8F38 -1 B/1 T LCLj 8F12-1B/1T (D 8F40 -0B/1T �w 8F8 -0B/1T 8F40-1B/1T J (D <W �z 00 90 LO 7' m 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1_1/711 rri CoQ t* ` 7-5/8" ACTUAL 8" NOMINAL WIDTH UNFILLED _OP MIN. (1) REQ'D BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 1/4"=1 1-011 J Q F z r - f f S f f f f f 0) 09®°� ��LU O cc Via® Q . cmc co U_ �t a Ug = IsW rodUjcc: < - Q� O LL z LCLj O IZ CL U W U 0 40 o Z ° Z Ur d p9� 0V Qm (D WU c� J J t`� J KJ f' -O u) d' ~ 8 Z Uo❑�{� ��, z �-U5 LIJ ---I U) fl� 0 i- O U �� ff _jQo0Q ® �-W�o 3 I— �ff o� 3 W W Q 0_ M I— OVa = Z C!1 O M--- I,*- h C*I M m J LL W lull LL cri � Q 00 C4 (n 11 M 0 _j F_W _j 0 V M W ,q h � W t W U 0— a. I� 00 o- ® 04 STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 S4 f f S f f f f f 82X12 TOP @ @ 9'-4" A.F.F. W:-4 0Wj FIRST NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND f,_ f 1/4 -1 -0,f COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J MR 0 U QC CHECK: - - ---- W co N O o�bJ J - — CO z co ® 4%UJ LL 6 Z U o W U 0 z ao9w < 0 _j o ®H ,0 ¢ `0 ® vie®J �'° gILL W 0 O U C� _Z W J 5 Q M 0 O J -- LL W LL O z O z U) b O a W w = U O C/) J W _ I- W J n O U W m W 1- n _ U LL O U) z O O a LLi f -- U 0 Q U) LL O W O f - Q U O W J W W H _ U) W U Z D O U U Z 0 W O 0- 2 C7 z 0 O I z W _ 0 z � U �W O O 0 O� W CL z A 'R MR 0 U QC CHECK: - - ---- EA A N O o�bJ J - — J SCALE: z Z DATE: U o W U 0 z ao9w W o ®H < z W LL ® V LU WJ ' 0LU - WZocor o N f/r061 Z Q (r v - W rte L/ . N � U o "'_ ® J W --I QO i LL N m to c (n 0� 0 o 0 1 9 L� <00 4 0 0 2E LL, o I- d L- z ¢<wYeo O 0 g a <0 z ry M O Lo U o •• O M 2 'R MR - ------------- U QC CHECK: - - ---- EA :D W JOB No. W- - --- --.. DWH-0205549 --- - — J SCALE: AS INDICATED Z DATE: 07/05/18- - W 0 W LO S5 a: LL V LU ' 0LU N 0i W LL 1 LU •• W M g_j LLJ 0 _- ci LU _- a. N ., E, W C040 W STRUCTURAL ENG: RMG W I DRAFTING W -STRUCT: MR - ------------- U QC CHECK: - - ---- EA :D W JOB No. W- - --- --.. DWH-0205549 --- - — J SCALE: AS INDICATED Z DATE: 07/05/18- - W 0 W LO S5 a: f F I I I f S f f f f BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG CAP. BLOCKING SPACING SPECIES TOP BOTTOM (plf) SPF #2 BUILT UP STUD COLUMN < C� (4)2X4 SPF #2 BUILT UP STUD COLUMN (3)12d (3)12d O(3)2X6 SPF #2 BUILT UP STUD COLUMN BW1 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN NAILS NAILS UPLIFT SYP #2 P.T. COLUMN BWZ 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 570 plf MID -SPAN ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. BW3 16 SPF SP4 W/(6) SP4 W/(6) 570 plf l 3r d. PT. ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. FRAME TO FRAME H10A-2 1070 10d x 12" NAILS 10d x 12' NAILS HTS20 w/(24)10d x 12" NAILS (2)2x12 #2 SYP O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. WITH 1/2" FLITCH (3)12d (3)12d NO 1450 BW4 12" SPF TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN 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. NAILS NAILS POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. BW6 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 If p 3rd. PT. 3140 B3.5x11.875 12" EMBEDMENT (3)12d (3)12d NO NAILS & (18)4'x23a' TAPCONS BW7 16" SYP TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN iJ ✓ LL.I W:D TO BEAM: SIMP. HUC410 w/(18)16d & 10 NAILS NAILS 6280 6280 BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664If p MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. 1235 13 (2)LSTA18 w/(14)10d NAILS 10d x 12" NAILS 10d x 12" NAILS 2470 14 BW10 12" SYP (3)12d TOENAILS/ END NAILS (3)12d TOENAILS/ END NAILS NO UPLIFT MID -SPAN 1235 BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 If p MID -SPAN BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 pif 1rd. PT. 3 1290 1500 10d x 12" NAILS 10d x 12" NAILS .j 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. SP4 W/(6) SP4 W/(6) 380 If BW14 12" SPF 10d x 12" NAILS 10d x 12" NAILS p MID -SPAN @ 24"0. 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 -1" J -BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" ox. 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/SDI U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN < C� (4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 P.T. COLUMN O6x6 SYP #2 P.T. COLUMN O8x8 SYP #2 P.T. COLUMN (1)ply 1985 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. (2)ply 1900 PLATE O3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. H10A 1015 H10A 1140 O3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. FRAME TO FRAME H10A-2 1070 H10A-2 1245 5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. HTS20 w/(24)10d x 12" NAILS (2)2x12 #2 SYP O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. WITH 1/2" FLITCH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(1 8)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 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) H2x6 META16 w/(8) 10dx12' NAILS OR META20 w/(8) ATTACH KING STUD TO HEADER w/(6) 00 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS 1❑ 10d x 12" NAILS. AT PARALLEL TRUSS CONDITIONS USE FRAME TO CMU 1450 1450 w/(6)10d NAILS & (14)1"x22"PLATE LTA2 w/(10) 10d x 12" NAILS @ 24" O.C. U.N.O. H2x10 TAPCONS ATTACH KING STUD TO HEADER w/(10) (2)META16 OR (2)META20 16d NAILS H2x12 TO POST: SIMP. HTS20 OR MSTA18 0 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (10) 10d NAILS (2)ply TRUSS (14) 16d x 12' NAILS WITH 1/2" FLITCH (2)ply 1900 (2)ply 1900 PLATE H10A w/(18)10d x 12" NAILS OR ATTACH KING STUD TO HEADER w/(8) H10A 1015 H10A 1140 16d NAILS (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO BEAM: SIMP. HUC410 w/(18)16d & HTS20 w/(24)10d x 12" NAILS (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS ON MASONRY: (2) SIMP. MSTAM24 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END a (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6❑ H2.5A w/(1 0)8d FRAME TO FRAME 535 600 10'-0" TO 12'-0" 3 MTS 12 w/(14)10d x 12" NAILS NAILS & (18)4'x24' TAPCONS °yo ON MASONRY: (2) SIMP. MSTAM24 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 B3.5x11.875 12" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d _j rn NAILS & (18)4'x23a' TAPCONS HTT4 w/(1 8)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 �1 EPDXY MIN. 7" EMBEDMENT N > J O iJ ✓ LL.I W:D TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d EPDXY MIN. 5" EMBEDMENT LLI NAILS & (18)4'x24' TAPCONS Lp 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f 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 .j 19 HTT4 w/(18) 16d x 22" NAILS w/3" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS ❑20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 05;a000 23 DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS ENG: RMG DRAFTING: 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS FASTENERS H2x6 TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(6) 00 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS 16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)1"x22"PLATE 16d NAILS H2x10 TAPCONS ATTACH KING STUD TO HEADER w/(10) ON MASONRY: (1) SIMP. MSTAM24 16d NAILS H2x12 TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(10) I-- TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS (2)2x10 #2 SYP (10) 10d NAILS 82x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 16d NAILS PLATE NAILS & (18)4'x24' TAPCONS ATTACH KING STUD TO HEADER w/(8) ON MASONRY: (1) SIMP. MSTAM24 16d NAILS H3.5x9.25 TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(10) C7 TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 16d NAILS PLATE NAILS & (18)4'x24' TAPCONS PLATE BETWEEN PLIES 16d NAILS ON MASONRY: (2) SIMP. MSTAM24 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END TO POST: SIMP. HTS20 OR MSTA18 V-0" TO T-11" 1 TO BEAM: SIMP. HUC410 w/(18)16d & 4'-0" TO 7'-11" 2 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10'-0" TO 12'-0" 3 NAILS & (18)4'x24' TAPCONS °yo ON MASONRY: (2) SIMP. MSTAM24 a� TO POST: SIMP. HTS20 OR MSTA18 Z TO BEAM: SIMP. HUC410 w/(18)16d & O (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d _j rn NAILS & (18)4'x23a' TAPCONS 06 LjOz5 r E 06 ON MASONRY: (2) SIMP. MSTAM24 Qz 0 N, �1 TO POST: SIMP. HTS20 OR MSTA18 N > J O iJ ✓ LL.I W:D TO BEAM: SIMP. HUC410 w/(18)16d & J (n fY > o 0 ¢ cj�S M (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ¢YOtLW®Q�oCg� U LLI NAILS & (18)4'x24' TAPCONS Lp W ON MASONRY: (2) SIMP. MSTAM24 M f-- LL U o TO POST: (2) SIMP. HTS20 OR MSTA18 Z O 0 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 00 y o ✓ W 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) J 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) I-- 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) C7 16d NAILS H5.25x11.25 (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 SCHEDULE SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 r �../ 3 10'-0" TO 12'-0" 3 4 as -191w 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 SCSI 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 ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. GENERAL TES 1.. FLOOR JOIST/TRUSSANGGE S SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E,O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 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 MONTTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. a w t` 0 N z O F_ 0 LU z w 0 O U O z 0 m 0 O J LL LU _ LL O U) z O Ln O ct a w _ O J J ¢ s w J a O U 0 z co rY w w ¢ r U LL O U z O O t2 w ry r U tr U) 0 d UL O z O Q O J III M r z w U z 0 O U U ¢ z 0 III U) O cL a d rn 00 y o ✓ W CD zz `�' 0 Q z 101 J k I-- O I- C7 LIJW L(.o U a ; r �../ U z°off U °yo a� Z O LLJ W r r, (') _j rn Ljj 06 LjOz5 r E 06 Qz 0 N, �1 N > J O iJ ✓ LL.I W:D J (n fY > o 0 ¢ cj�S M ZW ZZj Z E 0 ¢YOtLW®Q�oCg� U LLI Lp W M f-- LL U o Z O 0 O M N M LL niJ Uj W 0 .j Q UjCoNtA �r i�0_j _w LU U h U M W W t L- W ti 11 Wad <0 05;a000 IY < 0 W oo D- CI 2 w N STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 S5,1 H2x6 H2X6 EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING SPACING &;w , f Uj �n D INTERIOR ZONE END ZONE 8'-0" yo z e tO 04 16" O.C. MAX 16" O.C. MAX 9'-0" 16" O.C. MAX 16" O.C. MAX 9'-4" 16" O.C. MAX 16" O.C. MAX 10'-0" 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. STANDARD D 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 - WS45/SD4 OPENING SITTING ON WOOD BEAM - WS46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ME O I-= 0 W I— w O U (D z_ ❑ J M Q ry O J LL W LL O U) z O U) O o' a LU t - O J J Q F- w J a. O U ❑ z Q w F- W Q 2 U LOLL- 0 L7 z O O a' a ❑ W W O n 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. o) 00 W a Lo m J z &;w , f Uj �n D Z ©i 2A 0 W r yo z e tO 04 m f- Z O 0_ U7 W 0 W IY U ° M � okbJ. v N o z" (� 0 0 ° OZ U 4 b" GOA U z yp6' 0V z° Q DO LLJ -' J rn �06n HzcDn105-� Q ZLD CQ 121) W J —i U) 0=❑i-O U too<v2 F- ® U) ❑�—z>- ;E`L' ° i --O Z Z=) z W Z E <o�¢a 3 W�, U ��o <( Lo W f-- U- 0 o T- z O (n O t°7 1`r N M E LL W W 0 i/' --, < n F M N (n 10 E - 0—��—W %.-./Q j W J LUF- W W ® W 1 F•- WCL ~ �- CL W�WZ(D 05;0000 a -,<®W00 ® Q-113 2 LL CN STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR CIC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 S5.2 PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SDI 1 /2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS Tc CONNECTION CONNECTION EXT. SHEATHIf PER NAILING Ir TOP OF KNEE\ OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUD" - O/C 2x P.T. PLATE 1/2" x 8" A.B. Of O.C. & 6" FROM CENTER ON B/ TOP KNOCK 01 COURSE W/ (1; CONT. ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK 1/2" J -BOLT W/ 5 1/2" EMBED. - - - --'- 2x P.T. SYP #2 NAILER 1 1/2" OF OPENING MIN. W/ (1) 1/4"x2-3/4" - - 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT - MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY w 00 C7 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR oMFR.'S WRITTEN SPECIFICATIONS -- > - - Q - --- Uj 45 DEG. BEVEL CUT _j m iv < 2x6 P.T. SYP #2 BUCK ¢ r - END, 1 1/2" ABOVE =_! GARAGE F.F., EA. SIDE -- SECTION OF OPENING GARAGE BUCK DETAIL (MAX. 170C) ARCH PER ELEV LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU �— HEADER (SEE PLAI` ARCH PER ELEV 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW W/ WOOD KNEEWALL ABOVE MASONRY WALL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER -RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE _ITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS _ACH END SEE GE01/SD3 FOR (2) 2x #2 SYP SEE PLAN OUTLOOKER OR PROVIDE STANDARD SHEATHING IF REQ'D, PROVIDE ® w HOOK SINGLE TOP AND BASE BUILDER FRAME PLATE w/ (2) 16d NAILS . TO TRUSS. STUDS @ GABLE TRUSS 24 O.C. & EXT. I SHEATHING INSTALLED EXT. SHEATHING; - PER NAILING PATTERN ATTACH PER OTHERWISE SP2 CLIPS NAILING SCHEDULE ?x BUCKS, (2) 16d NAILS TO EA. d PLATE AND SP1 CLIPS EACH B G DOUBLE TOP PLATE H STUD TO BOTTOM PLATE ` A K COSIMPSON FO KNEEWALL AT DOWNSET BEAM f1:. ': A ^. B RAFTER 1/2" x 8" ANCHOR BOLT (1) #5 IN TIE BEAM SHEATHING FROM OR TITEN HD @ 32" E (1) #5 BAR IN PRECAST TOP OF WALL TO C JO d jj BOTTOM OF WALL. END. LINTEL FINISH PER ARCHITECTURAL PLANS' 2x PT BOTTOM �I•:. '.:.f.; ; : ��,': E ROOF TRUSSES PER PLAN OR CURVED OCURVED (2) #5's VERTICAL IN W w NAILED @ 6" O.C. STAGGERED G ;. EACH STUD TO BEAM GROUT FILLED CELL Of ABOVE AND SP1 CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE "FOKNEEWALL AT MASONRY WALL z q P / 1 ^• �o l H ki bJ`V N U 89j o g o 3 ENTIRE COLUMN TO 0J Qm BE GROUT FILLED w (D U.N.O. U) (1) #5 VERTICAL IN I-ZD(0 U " �f.1 � C7 O QZ Z m"' Y Uo ~�L'w = W 1.1 U) W a> 0 U GROUT FILLED CELL (IF O Imo_ D 3 W o REQ'D PER PLAN) ®aU_WQ° U( � O -j 0 3 LU 3: C LU M F- w o NOTE: SEE MD08 ON G7 h LINTEL PLAN d r �aDOVERTICAL h DETAIL d REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SDI 1 /2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS Tc CONNECTION CONNECTION EXT. SHEATHIf PER NAILING Ir TOP OF KNEE\ OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUD" - O/C 2x P.T. PLATE 1/2" x 8" A.B. Of O.C. & 6" FROM CENTER ON B/ TOP KNOCK 01 COURSE W/ (1; CONT. ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK 1/2" J -BOLT W/ 5 1/2" EMBED. - - - --'- 2x P.T. SYP #2 NAILER 1 1/2" OF OPENING MIN. W/ (1) 1/4"x2-3/4" - - 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT - MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY w 00 C7 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR oMFR.'S WRITTEN SPECIFICATIONS -- > - - Q - --- Uj 45 DEG. BEVEL CUT _j m iv < 2x6 P.T. SYP #2 BUCK ¢ r - END, 1 1/2" ABOVE =_! GARAGE F.F., EA. SIDE -- SECTION OF OPENING GARAGE BUCK DETAIL (MAX. 170C) ARCH PER ELEV LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU �— HEADER (SEE PLAI` ARCH PER ELEV 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW W/ WOOD KNEEWALL ABOVE MASONRY WALL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER -RAMING DETAILS FOR \DDITONAL NFORMATION HEADER CAN BE _ITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS _ACH END CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN SIMPSON LTA2 @ 4'-0" O.C. GABLE TRUSS TO Ll YP MASONRY �— MAIN SPAN ROOF TRUSS TOP KNOCK OUT COURSE W/ (1) #5 UPLIFT CONNECTOR CONT. (SEE SCHEDULE) MASONRY WALL PER PLAN CONNECTON TO WALL 3) 16d COMMON 4AILS (TYP.) (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2" TITEN HD ANCHORS W/ /IIN. 1 2" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 'ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN ?T BASE PLATE SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE y WALLS SHALL BE ATTACHED 1 (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. ?x4 SPF CONT. SEE GE01/SD3 FOR (2) 2x #2 SYP SEE PLAN OUTLOOKER OR STUDS @ 16" O.C. W/ SHEATHING IF REQ'D, PROVIDE CANTILEVER CLOSURE WALL w/ JAILS SINGLE TOP AND BASE BUILDER FRAME PLATE w/ (2) 16d NAILS OF WALL TO BOTTOM OF TO TRUSS. STUDS @ GABLE TRUSS 24 O.C. & EXT. I SHEATHING INSTALLED EXT. SHEATHING; - PER NAILING PATTERN ATTACH PER OTHERWISE SP2 CLIPS NAILING SCHEDULE ?x BUCKS, (2) 16d NAILS TO EA. COMMON TRUSS CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN SIMPSON LTA2 @ 4'-0" O.C. GABLE TRUSS TO Ll YP MASONRY �— MAIN SPAN ROOF TRUSS TOP KNOCK OUT COURSE W/ (1) #5 UPLIFT CONNECTOR CONT. (SEE SCHEDULE) MASONRY WALL PER PLAN CONNECTON TO WALL 3) 16d COMMON 4AILS (TYP.) (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2" TITEN HD ANCHORS W/ /IIN. 1 2" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 'ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN ?T BASE PLATE SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE y WALLS SHALL BE ATTACHED 1 (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. ?x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN 3LOCKING ATTACH TOWITH STUDS @ 16" O.C. W/ FOR BEAM SIZE '/16" OSB W/ (2) 8d STRUCTURAL SHEATHING OTO JAILS ON BOTH SIDES FROM TOP BUILDER FRAME '/16" OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REQ'D N/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER I 0 SIDE & TOP NAILER NAILING SCHEDULE 1 � 2x PLATES OVER ROOF DECK PER VALLEY OTHERWISE SP2 CLIPS 1 ?x BUCKS, EACH STUD TO DOUBLE TOP I PLATE AND SP1 CLIPS EACH B G DOUBLE TOP PLATE H STUD TO BOTTOM PLATE ` A K COSIMPSON FO KNEEWALL AT DOWNSET BEAM 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN GABLE END AT VALLEY FRAMING 3/4"=1'-0" O2x E' S H STUDS @ 16" O.C. FOR KNEE WALL F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT O ROOF SHEATHING FOR STRAP 2x BLOCKING W/ (3) 12d CONT. ROOF SHEATHING NAIL PER PLAN � F OTO PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TOP CHORDS OF TRUSSES BELOW WHEN / MASONRY WALL BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS SHOWN, SEE CONNECTON TO TRUSS D BELOW AND CONNECT w/ HTS20 @ 32" O.C. �. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW I FOR BEAM SIZE (ONLY A � 2x PLATES OVER ROOF DECK PER VALLEY 1 IF OPENING PROVIDED FRAMING DETAIL I PER PLAN) B G DOUBLE TOP PLATE H I ` A K COSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR W/ STUDS @ 16" O.C. O.C. 2 1/2" B RAFTER 1/2" x 8" ANCHOR BOLT O SHEATHING FROM OR TITEN HD @ 32" E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ TOP OF WALL TO C JO STRUCTURAL SHEATHING PER PLAN AND ROOF BOTTOM OF WALL. END. G FINISH PER ARCHITECTURAL PLANS' 2x PT BOTTOM U) E ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING OTHERWISE SP2 CLIPS NAILED @ 6" O.C. STAGGERED G N DORMER FRAMING DETAIL OT . EE ARC ELEVATION FOR FRONT WINDOW OPENING IF REQ D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, Ll 3/4"=1'-0" SEE GE02/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER 8d NAILS @ 4" O.C. VALLEY TRUSS CONY. FRAME OR VALLEY TRUSSES PER PLAN i EXT. SHEATHING; ATTACH PER NAILING SCHEDULE CONT. PLYWOOD ROOF SHEATHING PER NAILING SCHEDULE OR OPT. 2x4 BLOCKING PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24" O.C. W/(2)16d NAILS TYP. ATTACH TRUSS TO TRUSS BELOW USING MAIN SPAN ROOF (3) 16d NAILS TRUSS rn LL! c0 00 UPLIFT CONNECTOR 2x BLOCKING W/ (3) 12d (SEE SCHEDULE) TOE NAILED @ EA. END (2) 2x TOP PLATE UP TO MAIN HOUSE MASONRY WALL SHOWN, SEE CONNECTON TO TRUSS FOR WOOD ORLAN MASONRY 2x BUCK DETAIL (2) 2x PLATE LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH i SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE NFO KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" NOT USED _C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF rn LL! c0 00 KNEE WALL JOINING �(,� ��' O ®°add® J z o®eaoe®®otl®� 0 J ?d (2) 2x TOP PLATE UP TO MAIN HOUSE \ c )®' } �i (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. 1 IF OPENING PROVIDED (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ F-- I 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. O.C. 2 1/2" W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT O SHEATHING FROM OR TITEN HD @ 32" TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. END. ATTACHED PER 2x PT BOTTOM U) NAILING SCHEDULE PLATE �'' OTHERWISE SP2 CLIPS PRECAST LINTEL OR �' EACH STUD TO BEAM _ KNOCK OUT COURSE ABOVE AND SP1 CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE "FOKNEEWALL AT MASONRY WALL RE. ELEV FOR O.H. 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 OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LU __ -- WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS !I, EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" CONC. SLAB - 0 VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO =I I PLAN MASONRY WALL PER SEE FOUNDATION DETAILS FOR FTG INFO S0� TYPICAL ONE STORY CMU WALL SECTION WMR &ASSOCIATES,- LLC is strictly prohibited. 3/4"=1'-0" 4 ti Ct W _ W 0 O U C� z 0 D M Q 0 W O J LL W 2 F' LL O 0 z O LO > O a. w _ I— O Q rn w j 0- 2 2 O U 0 z Q S rn LL! c0 00 aa s0 v � �(,� ��' O ®°add® J z o®eaoe®®otl®� 0 J ?d mow co\1hr' 0a> -® ��W \ c )®' } �i ® J LLJ F-- O F-- U) LIJ LU Q_ U ° q P / 1 ^• �o l H ki bJ`V N U 89j o z U o 0 o 3 0J Qm (D LLI J I-ZD(0 U " �f.1 � C7 O QZ Z m"' Y Uo ~�L'w = W 1.1 U) W a> 0 U O Imo_ D 3 W o �- ®aU_WQ° U( � O -j 0 3 LU 3: C LU M F- w o O G7 2 h rl m J LL W W 0 J 04 in 11 a.J I.. LU J 0 W V ~ M z W ® LU 1 �L11�,ap.. U LLJ Q � Q 0 00 0Wc STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 S SIMPSON , , ... . DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D G TY • MAINTAIN 3 1/4" H GABLE BRACING (-) BRACE TO PLATE BRACIN P. 4'-8" < H L' 7'-0" (1) 2x4 BRACE 7'-0" < H !r: 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < HG14'-0" STRONGBACK W/ (1) 2x4 BRACE CLEARANCE BETWEEN STRONGBACK W/ (2) 2x4 BRACE F - 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM 2'-0" O.H. r OR EPDXY ANCHOR @ 0 N PLAN 0 INSIDE FACE OF CMU C7 CE AS REQ'D WASHERS (MIN. 7" CHORD BRACING @ 16" < SHOWN ON STANDARD DETAILS. W 'SON H10A DIAG. F- LOCKING PLYWOOD AND CENTERLINE OF o )R EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM J U- STEP DOWNS, EMBED. W FO TYPICAL HEADER DETAIL O SHEATHING & J -BOLT NAILING O EACH END AND 32" ATTACHMENT W/ (3) 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. z O DOWNFRAME TO L NAILING PER o DOOR SIM TO w O.C. MAX, c� 10d TOENAILS EA. END 'ORT AND TIE w iN OF JACK = w LU PLAN SHALL 2X STUDS TYP. J J < MIN. (2) TRUSS BAYS F W p T RUN CONT. 2x8 P.T. PLATE, CANT. U Q BACK FROM GABLE W d oP a N �� o J ACROSS GABLE FOR CLG. NAILING = END MIN. 48" ( ) c �oe5 v TO BOTTOM OF L, v I�- z W w FALSE BEAM. SURFACE o m 2x TOP PLATE TO C� ATTACHED PER PROVIDE 16d NAILS p GABLE END W/ 12d Q06 rn W z m N o NAILING GABLE END TRUSS TO= N rn NAILS @ 6" O.C. 00 0 2 m � W Lid SCHEDULE PLATE @12" O.C. MAX. • HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE (� 01=-��tij o Z z Z)z w z E < < w Y O 3 ® 20Q g Imo— F -: BEAM @ 16" O.C., IF REQ'D W/ (4) 3: W I- opoLo 10d NAILS @ EA. TRUSS BRACE Z fI) TIE BEAM COURSE w/ TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL (1) #5 CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. M-® BLOCKING BELOW ti BETWEEN W/ SINGLE BOTTOM & TOP PLATE CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING`** 3E01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX (2)16d NAILS PLT. TO END NAILS EA. END STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES I RAKED DOUBLE TOP PLATE CEILING NAILER AS TOTE: PROVIDE ADDIT'L REQ'D 9LOCKING AS REQ'D 2x8 #2 SPF STUDS @ 'ER HIB -91 & TRUSS 16" O.C. TYP. 4ANU.'S DRAWINGS; ;FILING GYP. BD. IS 2x8 #2 SYP PT BASE IOT A DIAPHRAGM PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" TO STUD) ITIA 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) 1'-9" MAX. HOLD WALL 3-1/2" DOWN FOR OUTLOOKER 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES �E BRACING CHIS T H GABLE BRACING (-) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H L' 7'-0" (1) 2x4 BRACE 7'-0" < H !r: 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < HG14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HL18'4' STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING rai K � A TRUSS PER PLAN 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. \ CONT. 2x4 \ \ 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY \ \ REQ'D w/ \ STRONGBACK, SEE \ CHART \ GABLE BRACING (+) SEE CHART 1 ` _ 3/4"=1'-0" 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN �— SIMPSON LTA2 BLOCKING TO CMU W/ MASONRY WALL OR (10) 10d NAILS AND LINTEL SEE PLAN MIN. 4 1/8" EMBEDMENT OR SIMPSON META16 STD CONDITION @ CMU SHEATHING PER PLAN SIMPSON DTC, (2) 8d 1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING, O.C. AND 6" FROM EA. (4) 8d NAILS TO TOP END w/ NUT & WASHER A PLATE _ MSTAM-24 TYP. EA. TRUSS PER PLAN SIDE OF EA. STUD. CENTERED BETWEEN FRAME AND CMU SEE WALL SPLICE DETAIL a� FOR REQ'D FLASHING NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, USS PER PLAN G SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL W10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" Q.C. 2x4 BLOCKING (2) 1" NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGER 2x4 LEDGER W/ (2) NAILS @ EACH WEE STRONGBACK IF REQ'D PER CHART GABLE END A SHEATHING FASTEN PER \ • ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE 13 _ - EXTERIOR SHEATHING. z ATTACH PER PLAN IL FROM TOP OF WALL W TO BOTTOM W U) 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL OR 2x8 #2 SYP PT. BASE LINTEL SEE PLAN PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM 10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS 2x4 SYP #2 FLAT - (2)10d NAILS TO BLOCKING, @ 24" O.C. LAY 2x4 SYP #2 BLOCKING BOTTOM CHORD W/ (2) 12d END NAILS OVER THE TOP OF THE BOTTOM @EACH END OF @ EACH END. LINTEL PER CHORD. ATTACH W/ (2) 10d BLOCKING PLAN .® NAILS @ EACH TRUSS 24" O.C. WALL SHEATHING PER MAX. BLOCKING SHALL EXTEND PLAN A MIN. OF (1) TRUSS BAY EACH 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL ALT. BLOCKING @ FRAME CONDITION fi FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" (150 MPH EXP. B) of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the i 2x4 BLOCKS, (2) 1E,' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAL. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING C O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKI� BETWEEN TRUSS @ 48" O.C. FOR FII BAYS GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT THING PER PLAN RE O.H. IS > V-0", z P END GABLE w/ O -OOKERS @ 24" J < TO RUN BACK TO p 'OMMON TRUSS iQ 1 (3) 12d TOENAILS. _ NECT TO DROP F - -E WITH H2.5 CLIP. W 2'-0" O.H. r OR EPDXY ANCHOR @ 0 N L PER PLAN ME WALL SHOWN; rvrc Kc�t u CONNECTIONS MAY ALSO BE J MASONRY) a 0 z < M w F- a < T z T. 2x4 O STAGGERED @ 12" O O.C. EA. FACE OR (3) p ROWS 12d NAILS W i @ 24" O.C. _ O.C. FOR 2X10 OR F - LE END W 4THING FASTEN 0 OR EPDXY ANCHOR @ (D PLAN 0 6" FROM EA. END OF C7 CE AS REQ'D z 0 BASE PLATE & WALL < SHOWN ON STANDARD DETAILS. W 'SON H10A DIAG. F- LOCKING p STUDS U.N.O. o )R O z J U- STEP DOWNS, EMBED. W FO TYPICAL HEADER DETAIL O VIDE 2x BLOCKING z NAILING O z U) 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. z O DOWNFRAME TO L SS PER PLAN o DOOR SIM TO w PLAN FOR a 'ORT AND TIE w iN OF JACK = 3SES O 0 2X STUDS TYP. J J < F L PER PLAN ME WALL SHOWN; rvrc Kc�t u CONNECTIONS MAY ALSO BE J MASONRY) a 0 z < M w F- a < T ATTACH JAMB STUDS < PER WF08/SD3 z SLAB HEADER DETAIL NOTES: (2) ROWS 12d NAILS U - STAGGERED @ 12" O O.C. EA. FACE OR (3) z ROWS 12d NAILS O STAGGERED @ 12" O 0 - O.C. FOR 2X10 OR 0 GREATER HEADER a O u.i OR EPDXY ANCHOR @ (D SP4 @ BASE OF EA. 6" FROM EA. END OF I- STUD U.N.O. SEE v BASE PLATE & WALL < SHOWN ON STANDARD DETAILS. W OPENINGS & 32" O.C. F- LSTA30 HEADER TO MORE INFO. STUDS U.N.O. o )R < Q z U) STEP DOWNS, EMBED. LL FO TYPICAL HEADER DETAIL O w z p O z 1/2"=1'-0" 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. Q U DOWNFRAME TO O ~ SCHEDULE ON NOTES & CONNECTOR DOOR SIM TO w WF01/SD1 = F- U) I- 2X STUDS TYP. v z < W p O U U ATTACH JAMB STUDS < PER WF08/SD3 z SLAB HEADER DETAIL NOTES: w EMBED. MUST BE 7" 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED If W cap BASE PLATE TO BE cwi� U) LL d �W O 0 ©� � Z 00 ATTACHED TO FTG O 0 - P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. USING 1/2" 0 J -BOLTS 6411 11 ��• z C O W OR EPDXY ANCHOR @ (D SP4 @ BASE OF EA. 6" FROM EA. END OF o STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BASE PLATE & WALL < SHOWN ON STANDARD DETAILS. OPENINGS & 32" O.C. MORE INFO. W/ 7" MIN EMBED. & 2" o )R WASHER. AT SLAB z ZING STEP DOWNS, EMBED. w p FO TYPICAL HEADER DETAIL MUST BE 7" BELOW w STEP 7 p O z 1/2"=1'-0" 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. P.BASE PLATE SP4 @ BASE OF EA. _ STUD U.N.O. SEE BEARING WOOD WALL ~ SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET 01-- 0 U) SLAB STEP DOWNS, HEADER DETAIL NOTES: w EMBED. MUST BE 7" 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED If W cap MIN. BELOW STEP WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES U) LL d �W O 0 ©� � Z 00 CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS p P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 0'�Q Si 6411 11 ��• z C O W 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 @ BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING v STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULE FOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND < DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR z HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE w p FO TYPICAL HEADER DETAIL HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. w O 1/2"=1'-0" 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. U) THEN ATTACH ADDIT'L KINGS AS REQ'D. _ F- :xpressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. S t t t t t t t If W cap A. ® �lr 00 a> � LL d �W O 0 ©� � Z 00 nay �� © O®< 4 e, 0) < g)w,'s1� X13LIj 0'�Q Si 6411 11 ��• z C O L- I- O U) LLJ I) W v 0 W d oP a N �� o a (v(,1 z Y S a c �oe5 v o�� -In I�- z W Z C� CO Lu J ~ Q06 rn W z m N o LL<z�r N rn 'i' 00 0 2 m � W Lid U) �p>-o 0 <00C� cu (� 01=-��tij o Z z Z)z w z E < < w Y O 3 ® 20Q g Imo— F -: W 3: W I- opoLo Z fI) �O M-® ti ti CN M LL. W W W W LLJ04 11 -j i° W 0 WW W M~ W Iq ® W 1 � W CL 0. Wo W 0 co ®- C) CV STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 S urw` 2 S t t t t t t t NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. - PENETRATION OF WITHIN 48" OF SPLICE MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON 2x BLOCKING W/ (2) 2x TOP PLATE PSPN516Z W/ (12) 16d (2) 12d NAILS @ NAILS TYP. TOP & BOT. EACH END U.N.O. ATTACH 2x4 STUDS TO - (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. W. (4) 12d NAILS OTHERWISE 2x4 WALL BEYOND NOTED PLAN VIEW @ TOP OF POST AGAINST 2x8 STUDS sr8„ ATTACHED PER I I I I I I VERIFY IF REQUIRED TYP. (MAX. 24" O.C.). (WF08/SD3) NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 5/8" THREADED ROD w/ PO/ NUT SET IN ADHESIVE ATTACH 2x8 STUDS TO - a = @ 3" O.C. IN HORIZONTAL CONDITIONS ADDITIONAL HGAM10 FROM TOP PLATE W/ (4) 12d CENTER OF EACH STUD TO POCKET SGD ° U z =O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. (( TOE -NAILS TYPICAL WALL SHEATHING MANUFACTURER'S O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS AT ALL LOCATION TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE TOP PLATE TO FRAM PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PANEL W/ (2) 10d NA @ 8" O C (FOLLOW W/ (2) 10d NAILS 3" O.C. (SOLID BLOCK W/ 2x6) NAILING REQUIREMENTS THI 1 SHEATHING INSTALLED VERTICALLY DETAIL FOR ALL TOF AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT PLATE SPLICE 2 Ll LOCATIONS) TOP SPLICE —� DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE : X 1 SHEATHING INSTALLED VERTICALLY IF PERPENDICULAR TRUSS AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 2 Ll OR HORIZONTALLY SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ (2) 12d NAILS @ UNDER GIRDER TRUSS EACH END U.N.O. LL 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I - - - - - Tl- - 7 - - 1T' - 11- IN FIELD. FASTEN TOP HTS20 CLIP FROM z c7 J NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d W. (4) 12d NAILS EXTERIOR BEAM AS WALL SPLICE, FIELD NOTED PLAN VIEW @ TOP OF POST w_ z J ¢ NAILS @ 3 O.C. 5 I I I I I I VERIFY IF REQUIRED TYP. (MAX. 24" O.C.). 0 � � = 1_3") r0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 5/8" THREADED ROD w/ PO/ NUT SET IN ADHESIVE a a = @ 3" O.C. IN HORIZONTAL CONDITIONS ADDITIONAL HGAM10 FROM I I CENTER OF EACH STUD TO POCKET SGD ° U z =O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. (( III I I WALL SHEATHING MANUFACTURER'S O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III III I I I I I I III I I I ( I SPLICE, SEE SPLICE DETAIL. MAX 1/8" SO4 HEADER @ POCKET SLIDER O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO OPENINGSPACE BETWEEN W w w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III III ( 4 II PANELS w U) BOTTOM III II 11 II II Ljj III 3 III I II II J� 111 III 11 I I I I U 0 LL O �'- OJ EXTERIOR SHEATHING AROUND 2x STUDS BEYOND, 0 .. 111 OPENING III I I I I I I SEE PLAN FOR MORE " PROVIDE PIECE OF p " V o ¢ �a z yo3 INFO z IF- O SHEATHING BETWEEN III I III I I 11 I I z m w_� EXTERIOR WALL III I 11 11 I I II I I 11 11 �! w Z SHEATHING & BLOCKING. I I—iL-�- ILL-JJ--1L--IL_ �_ �O SHEATHING TO HAVE W :D �mKIT SAME THICKNESS& r06rn� V Q Z - r U_ O STRENGTH ORIENTATION 7-, Z90co �- I_ co N O J J m LL. FLOOR SYSTEM "� AS EXTERIOR WALL ----- --------- U)0 2w 0 Z zZ)ZwZ E SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN W I— w0 5 o SHEATHING DIAGRAM 2x6 BLOCKING PLACEDj�j (2) ROWS OF 8d NAILS O FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. R EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL PRE-ENGINEERED SIMPSON LSTA30 W/ ROOF TRUSS - SEE 7 (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS SPACINGEXTERIOR SHEATHING STRAP AROUND w SEE PLAN FOR NAIL PER PLAN TALLER STUD) CONNECTION 2x BRG WALL, PLAN FOR ST( SPACING. MIN UNDER GIRDE U.N.O. 2x BLOCKING : X ROOF SHEATHING, IF PERPENDICULAR TRUSS NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE PRE -ENG. ROOF SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE @ EACH STUD (2) 12d NAILS @ UNDER GIRDER TRUSS EACH END PRE-ENGINEERED SIMPSON LSTA30 W/ ROOF TRUSS - SEE 7 (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS SPACINGEXTERIOR SHEATHING STRAP AROUND w SEE PLAN FOR NAIL PER PLAN TALLER STUD) CONNECTION 2x BRG WALL, PLAN FOR ST( SPACING. MIN UNDER GIRDE U.N.O. 2x BLOCKING : X SIMPSON LSTA24 EACH IF PERPENDICULAR TRUSS STUD INSTALLED ABOVE, FASTEN 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x 2x8 SYP #2 P.T. VERTICAL @ UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F_ik SECTION @DOUBLE BEARING 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM IF PERPENDICULAR TRUSS SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN INSTALLED ABOVE, FASTEN STRAP IS NOT REQUIRED. 2x8 #2 SYP TOP PLATE TO PT. POST (AS NOTED) TRUSS W/ (2) 12d TOENAILS EXT. AS NOTED 2x8 SYP #2 P.T. VERTICAL @ LAP BEAM PLYS AND 16" O.C. FASTEN EXT. NAIL AS SHOWN (5) SHEATHING W/ 8d NAILS 6" 0.131 x 3 1/4" NAILS O.C. AT EDGES AND 12" O.C. PER PLY IN FIELD. FASTEN TOP HTS20 CLIP FROM PLATE TO VERTICAL STUDS POST TO BEAM W. (4) 12d NAILS EXTERIOR BEAM AS 0 NOTED PLAN VIEW @ TOP OF POST HGAM 10 TOP AND BOTTOM C) PT POST (AS NOTED) ro a. ABU POST BASE TYP. (MAX. 24" O.C.). (AS NOTED) A. 5/8" THREADED ROD w/ PO/ NUT SET IN ADHESIVE Ira SEE FOUNDATION / PLAN FOR ADDITIONAL ` u ' / INFO SIDE VIEW @ BASE OF POST CORNER COLUMN FRAMING SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. STEP @ BEARING FRAME WALL EXT. WALL / TRUSS SIMPSON LRUZ26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED 3/4"=1'-0" 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR SEE PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" O.C. MAX. (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY FOR SHINGLE ONLY 4'-0" MAX. j SIMPSON LUS24 W/ FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. SD01 TYPICAL SHED ROOF DETAIL PLATE �... PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION ° ° o °-° °-o o ° D= NAIL SPACING M N ° IT ° ° D ° ° TI ° ° ° PER NOTE #2 co I I I SHEATHING PER PLAN WALL DOUBLE TOP I D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN --"_-'\-3/8" S- NAIL SPACING S L S PER NOTE #1 SINGLE NAIL EDGE SPACING NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS PRE ENGINEERED O TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO -© � � Y o TRUSS W/ (2) 12d TOENAILS �w �Q O� 2x8 SYP #2 P.T. VERTICAL @ STRUCTURAL 16" O.C. FASTEN EXT. SHEATHING SHEATHING W/ 8d NAILS 6" A. O.C. AT EDGES AND 12" O.C. NAILING SCHEDULE IN FIELD. FASTEN TOP PLATE TO VERTICAL STUDS W. (4) 12d NAILS 2x4 #2 SYP CONT. W/ 0 (2) 16d COMMON HGAM 10 TOP AND BOTTOM C) PLATE TO CMU WALL W/ (4) ro a. 1/4" x 1 1/2" SDS SCREWS & (4) TYP. (MAX. 24" O.C.). 1/4" x 2 3/4" TAPCONS TO CMU A. @ 32" O.C. & MIN. 6" FROM 1/4" TAPCONS W/ ENDS. IF HEADER HEIGHT a EXCEEDS 2'-0" ADD AN O.C. ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B Ly SHEATHING (THICKNESS PER <<F� PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. OK-F-1ELD FRAMED VALLEY DETAIL 1/2"=1 NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON ❑ 2 1/2" z W 1 1/2" N N N I I `\' 10d x 3" COM MC 3" COMMON OPP. SIDE z Q co IL U) 00 (2) 2x4's (2) 2x6's OFOkTYPICAL BUILT-UP STUD COLUMN DETAIL 2x SCAB w/ 10d NAILS @ 4" O.C. PER -ENG TRUSSES 10d x 3" COMM( OPP. SIDE 2 1/2" EDGE (2) 2x8's (2) 2x COLUMN BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS 00 SHEATHING, PLAN 2 O � TO EN FAST Gr TR.. 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION LEDGER PER PLAN 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. PLAN SEE ELEV. FOR O.H. SIZE O z U Q a U) 00 !ll ITC'IfIC /7\ 2x 's. a EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2XIs (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SPF FI FV_ FnR CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4"=1'-0" JP - 2X8 RIDGE BOARD - FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. NOT USED 111111111; 4 pie]: 4 :4 F0011 11111591TITA100101 a 10dx3" �.r Q 10d x 3" OPP. SIDE \ � ❑' kNCE PER CD. N= z O 1= 0 W _ W ❑ O 3/4"=1'-0" n U LL O 07 z O > O 0Y 0- ua F U F Q U) U_ O Z O Q U O J W w U z ❑ W O U U Q Z ❑ W U) O w (D z 0 Q O J 0 z_ w ❑ z F U I- O I- ❑ w z W ❑ U) w U J F= - z W ❑ co W 3/4"=1'-0" � � % 1/2"=1'-0" (� % 1/2"=1'-0" F - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. O Z W CO ct 0 n J -© � � Y o ©w ®(� �w �Q O� m STRUCTURAL p SHEATHING ry ATTACHED PER NAILING SCHEDULE w _ F 2x4 #2 SYP CONT. W/ 0 (2) 16d COMMON z NAILS EA. STUD OR O TRUSS MEMBER, <n TYP. (MAX. 24" O.C.). UO IF MASONRY, USE (2) Ir 1/4" TAPCONS W/ � MIN. 2" EMBED. @ 24" w O.C. O TRUSS OR ROOF -' SYSTEM = !- WOOD/MASONRY WALL OR TRUSS, m SEE PLAN m 2i O W U ❑ z Q co 3/4"=1'-0" n U LL O 07 z O > O 0Y 0- ua F U F Q U) U_ O Z O Q U O J W w U z ❑ W O U U Q Z ❑ W U) O w (D z 0 Q O J 0 z_ w ❑ z F U I- O I- ❑ w z W ❑ U) w U J F= - z W ❑ co W 3/4"=1'-0" � � % 1/2"=1'-0" (� % 1/2"=1'-0" F - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. f W CO ct n .0�0® -© � � Y o ©w ®(� �w �Q O� I-- O n E W Ljj U 0 0 .. _Y z ° - o Zo z '- p " V o ¢ �a z yo3 �J ° z m �! Z W rn w Zocor 8 r06rn� V Q Z - r 7-, Z90co �- I_ co N O J J m LL. W � C --I W 0' 0 i- O U " U)0 2w 0 Z zZ)ZwZ E QU_wQ2 3 �jo��o- � W< > Q�M W I— w0 5 o (n O Po N M J U.> Ujw 0 Li L.L. _f z W W co (U C14 >-�®0_ ® [_ 0 M WLU t ltd 0. a. ® LU < 0 O>0000 C ® W o 00 F4 STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 bD3 f 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 r 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 BOND BEAM ,Iml LINTEL AS PER PLAN a WD. HD. HT. SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS �i��I►16��:�;1_�L VERT REINF. BEYOND a MASONRY WALL PER PLAN FIN. FLR. 0'-0" — 00 ° GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALSTYPICAL TWO STORY COL. GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT MIN THICKNESS SHALL6SON3� � I � j09� NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPE] OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS TYPICAL TRUSS TO SIMP. HTT4 FRAMING PLAN FOR BEAM) ATTACHED PER CONNECTION INFO. NAILING SCHEDULE. FRAME CONNECTION. W/(18) 16d x 22' NAILS FLOOR GIRDER OR W/ 2x CRIPPLE STUDS BEAM; SEE PLAN AT EA END NAILED TO 1 A SEE STANDARD TO POST (U.N.O. ON SEE FLOOR FRAMING NAILS SYSTEM TO MATCH PLAN FOR FLOOR FRAMING NOTES COL. DIMENSION SYSTEM INFO. CONNECTOR NOTES FRAMING PLAN) & $" _ ( @ O BUILT-UP COLUMN StiF FT ATTACH 2x STUDS W/ INFO. (2) SIMPSON LSTA18 \ 2x STUDS ,SEE STRAPS CENTERED @ 2x4 #2 SYP BLOCKING BEARING WALL PER FLOOR W/ (14) 10d STRAP W/ (22) 10d PLAN BEYONDNAILS ALL THREAD W/7" MIN. ' COLUMNS FRAMING PLAN FOR (2) SIMPSON LSTA18 REFER TO PLAN FOR EMBEDMENT INTO TIE \ STRAPS CENTERED C PER BEARING WALL FLOOR TRUSS TO FLOOR W/ (14) 10d SCHEDULE (1) SIMPSON LSTA30 BUILT-UP COLUMN BEAM USING SIMP. SET 12d TOENAILS �— ) 2x STUPACK COLUMN BASE EXT. SHEATHING STRAP CENTERED INFO. EPDXY SCHEDULE PLAN r . FLOOR TRUSS PER BETWEEN COLUMN PER NAILING ATTACH 2x STUDS W/ REFER TO PLAN AND GIRDER/BEAM PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS NAILS SYSTEM INSTALL COL. EVEN WITHIN SHEET FOR MORE INFO SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR KNEEWALL & PROVIDE FLOOR TRUSS MASONRY WALL SEE / SOLID BLOCKING o PLAN FOR MORE INFO ND R L N JAMB STUDS PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS NAILING SCHEDULE SIMPSON LSTA24 STRAP W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL FLOOR TRUSS SEE TO BOT. (RIBBON/ FRAMING PLAN FOR BEAM) ATTACHED PER CONNECTION INFO. NAILING SCHEDULE. MTSC40 POST ABV. TO (2) 2x SILL AT WINDOW FLOOR GIRDER OR W/ 2x CRIPPLE STUDS BEAM; SEE PLAN AT EA END NAILED TO u Eco uM fi SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. HIGH BEAM ABOVE BAND JOIST & BLKG OR LVL GIRDER FLOOR SHEATHING & SHEATHING PER 3/4"=1'-0" SHEATHING PER 2x 2ND FLOOR STUDS SHEATHING PER PLAN MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 POST BELOW U.N.O. ATTACHED PER STRAPS CENTERED C PROVIDE SOLID A AT�l FLOOR W/ (14) 10d BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS SYSTEM TO MATCH PLAN FOR FLOOR FRAMING NOTES COL. DIMENSION SYSTEM INFO. SCHEDULE REFER TO PLAN FOR _ ( @ O BUILT-UP COLUMN StiF FT ATTACH 2x STUDS W/ INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.0 2x STUDS ,SEE STRAPS CENTERED @ 2x4 #2 SYP BLOCKING BEARING WALL PER FLOOR W/ (14) 10d STRAP W/ (22) 10d PLAN BEYONDNAILS & SP8 @ 2x8 STUDS) ' COLUMNS FRAMING PLAN FOR (2) SIMPSON LSTA18 MID -HEIGHT BLOCKING (2) SIMPSON META16 \ STRAPS CENTERED C PER BEARING WALL FLOOR TRUSS TO FLOOR W/ (14) 10d SCHEDULE MASONRY WALL ` NAILS (2) 2x SPF TOP PLATE 12d TOENAILS �— ) 2x STUPACK COLUMN BASE EXT. SHEATHING ATTACH PDR NAILING CONNECTION PER FLUSH W/ FACE OF SCHEDULE PLAN MASONRY ATTACHED FACE OF JAMB STUDS/ PER NAILING ATTACH 2x STUDS W/ REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.0 FOUNDATION PLAN 1/8" GAP BETWEEN FOR FTG. SHEATHING AND INFORMATION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE FLOOR PLAN FOR MIN.';. HEADER SIZE & REQ'D MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E BE 1/2" GYP BOARD OR3/4"=1'-0" % 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR (3) 2x STUDS CALIFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d 3/4"=1'-0" TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0" ). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 W/ (18) 10d x 22" NAILS TO POST (U.N.O. ON FRAMING PLAN) & $" ALL THREAD W/ 7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY TRUSS W/ 8d NAILS AT FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN TO VERIFY SIZE DETAIL WF10/SD3 FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING 16" O.C. TOP AND NAILING PER FLOOR NAILING PER NO MOISTURE BARRIER SIMPSON SP4 W/ (6) A35 EA. END BOTTOM CHORDS FRAMING NOTES 2x STUDS ,SEE FRAMING NOTES 2x STUDS ,SEE NAILING SCHEDULE SCHEDULE _ ( @ O FRAMING PLAN FOR StiF FT FOR FLOOR USE SP6 2x6 S® UDS FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE FLOOR FRAMING. INDICATED BASE STRAP 2x4 #2 SYP BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 SPACING AND GRADE STRAP W/ (22) 10d MASONRY WALL SEE & SP8 @ 2x8 STUDS) SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR w @ 48" O.C. W/ (2) 12d 1 ROW 8d NAILS @ 3" ( ) AND SEE ARCH PLAN (1) ROW 8d NAILS @ 3" FROM TOP OF WALL U AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR \ SOLID SHEATHING @ TO VERIFY SIZE SYS. 42 FLOOR SOLID SHEATHING @ TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN HEADER TRUSSES TO BE P.T. IF BELOW JAMBS HEADER 2x BOTTOM PLATE W/ F�<� NO MOISTURE BARRIER SIMPSON SP4 W/ (6) A35 EA. END F SIMPSON SP4 W/ (6) T&B (PLYWOOD o 2x4 #2 SYP ANGLE PROVIDED (@ SyFFT ( @ O SEE FRAMING PLAN StiF FT FOR FLOOR USE SP6 2x6 S® UDS SIMPSON LSTA24 CMU WALL BELOW PER DETAIL INCDICATED ON USE SP6 2x6 STUDS FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d MASONRY WALL SEE & SP8 @ 2x8 STUDS) PLAN FOR MORE INFO > O.C. WALL SHEATHING w NAILS. BEND STRAP 1 ROW 8d NAILS @ 3" ( ) ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" FROM TOP OF WALL U (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. FLOOR GRIDER OR (2) 2x SPF TOP PLATE 12d TOENAILS �— O.C. WALL SHEATHING TO BOTTOM OF FLOOR U.N.O. ON PLAN 3", THEN RUN DOWN F= U.N.O. ON PLAN z / \ FACE OF JAMB STUDS/ EA END TO BOTTOM PLATE SYSTEM (RIBBON / W HEADER -SEE 2ND HEADER HEADER -SEE 2ND W FLOOR PLAN FOR MIN. FLOOR PLAN FOR MIN.';. HEADER SIZE & REQ'D Q ~ INDICATED, HEADER SIZE & REQ'D / o JAMB STUDS JAMB STUDS CONTRACTOR TO EXTERIOR SHEATHING /} w "°� m H bJ l N Z_ FROM TOP OF WALL o: z° o IF HEADER IS UPSET TO BOTTOM OF FLOOR FOR REQUIRED . z X03 v° K a m AND WINDOW IS SYSTEM (RIBBON / Q STRAPS U LOWER: (1) 2x SILL BEAM) ATTACHED PER LOWER1 2 SILL IF HEADER IS UPSET W f/0 PLATE W/ (2) 10d NAILING SCHEDULE. ® AND WINDOW IS z ' TOENAILS. EXT. W \✓) LOWER: (1) 2x SILL O i HEADER OPENINGS PLATE W/ (2) 10d o LESS THAN 4FT:(1) 2x W W TOENAILS. EXT. w SILL PLATE W/ (2) 10d U) I HEADER OPENINGS O TOENAILS. OPENING LESS THAN 4FT:(1) 2x co LARGER THAN 4FT: (2) SILL PLATE W/ (2) 10d 0 2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW N TOENAILS. OPENING U CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS 1 LARGER THAN 4FT: (2) z CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE W/ A35 0 W/ (2) 10d TOENAILS STUD PACK W/ 10d LiLLG CLIPS EACH SIDE W/ 2x T&B (PLYWOOD NAILS @ 8" O.C. THEN I CRIPPLES @ 16" O.C. m < SHEATHING REQ'D STUDS @ 16" O.C. ` W/ (2) 10d TOENAILS o T&B) ATTACH SILL W/ (2) 10d 0-1F"W T&B (PLYWOOD SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D T&B) _jJ UNDER WINDOW OF SILL (MAX OPEN'G WIDTH 4-4'). USE A35 LL w M CLIP AT EA. END FOR \ U_ M OPENINGS GREATER W �.®W 0 1 i-- W ~ THAN BUT LESS THAN 6' ` W® z 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR \ IF FLOOR SYS. NOT PRESENT PER FLOOR TO VERIFY SIZE SYS. 42 FLOOR CMU TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN PROVIDE BLOCKING TRUSSES TO BE P.T. IF BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. NO MOISTURE BARRIER STANDARD CONNECTOR A35 EA. END TO VERIFY SIZE (FELT PAPER OR SIM) IS T&B (PLYWOOD o 2x4 #2 SYP ANGLE PROVIDED (2) 12d NAILS @ 12" O.C. (MAX) 2x BOTTOM PLATE W/ SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON (1) ROW 8d NAILS @ 3" FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION a@ 2nd FLOOR 3/4"=1'-0" DTE: HEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN 'INDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND )TTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER lITERAL LOADS CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL TWO STORY SECTION - SYSTEM 42 FLOOR SHEATH PER PLAN ATTA, PER NAILING SCHEDULE FLOOR TRUSSE PLAN (2) H2.5A TRUSS BEAM U.N.O. BEAM PER PLAN 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM 3/4"=1'-0" JOIST TOP CHORD TOP RIBBON 2x SYP 42 RIBBON MIN BEAM) ATTACHED PER PRE -ENG FLOOR TRUSS 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/((4) NAILING SCHEDULE. IF FIELD FRAME 2x4 KN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM SHEATHING CAN NOT KNEE WALL, STUDS @ 16d NAILS; BOTTOMRIBBON TO BE PT IF BE INSTALLED AS 16" O.C. W/ (2) 16d NAILS RIBBON TO BE PT IFBRG DIRECTLY ON INDICATED, EACH END TRUSS TO @ TOENAILS EACH END IF FLOOR SYS. NOT PRESENT PER FLOOR TO VERIFY SIZE SYS. 42 FLOOR CMU TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. FOLLOW WS06/SD4 STANDARD CONNECTOR A35 EA. END TO VERIFY SIZE (2) ROWS 8d NAILS @ T&B (PLYWOOD o 2x4 #2 SYP ANGLE O (2) 12d NAILS @ 12" O.C. (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ r SEE AGAINST TRUSS SYSTEM (RIBBON / (1) ROW 8d NAILS @ 3" z Q (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL (2) 12d NAILS @ 12" O.C. EXTERIOR SHEATHING < v VERTICAL @ 48" O.C. O O.C. WALL SHEATHING w 1 ROW 8d NAILS @ 3" ( ) ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" FROM TOP OF WALL U W/ (3) 12d NAILS EACH �-- TO BOTTOM PLATE/ FLOOR GRIDER OR O.C. WALL SHEATHING 12d TOENAILS �— O.C. WALL SHEATHING TO BOTTOM OF FLOOR J Q F= END z C) W TO BOTTOM PLATE/ EA END TO BOTTOM PLATE SYSTEM (RIBBON / CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL TWO STORY SECTION - SYSTEM 42 FLOOR SHEATH PER PLAN ATTA, PER NAILING SCHEDULE FLOOR TRUSSE PLAN (2) H2.5A TRUSS BEAM U.N.O. BEAM PER PLAN 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM 3/4"=1'-0" JOIST TOP CHORD TOP RIBBON 2x SYP 42 RIBBON MIN BEAM) ATTACHED PER PRE -ENG FLOOR TRUSS 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/((4) NAILING SCHEDULE. IF FIELD FRAME 2x4 KN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM SHEATHING CAN NOT KNEE WALL, STUDS @ 16d NAILS; BOTTOMRIBBON TO BE PT IF BE INSTALLED AS 16" O.C. W/ (2) 16d NAILS RIBBON TO BE PT IFBRG DIRECTLY ON INDICATED, EACH END TRUSS TO @ TOENAILS AT EA. END OF SILL (MAX OPEN'G IF FLOOR SYS. NOT PRESENT PER FLOOR BRG DIRECTLY ON CMU FLOOR SHEATHING SHEATHING PER PLAN PER PLAN ATTACHED ATTACH PER NAILING PER NAILING SCHEDULE CMU THAN 6' CONTRACTOR TO CMU W/ STRAP PER PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL FOLLOW WS06/SD4 STANDARD CONNECTOR W/ (2) 10d TOENAILS O ATTACH SILL W/ (2) 10d (2) ROWS 8d NAILS @ T&B (PLYWOOD o (2) ROWS 8d NAILS @ O FOR REQUIRED NOTES T&B) W WIDTH 4'-0"). USE A35 3" O.C. WALL r SEE PLAN FOR 3" O.C. TYP. WALL SYSTEM (RIBBON / STRAPS z Q THAN 6' C' SHEATHING TO SIMPSON META16 AT < v CANTILEVER SHEATHING TO EA O CONNECTION (1) ROW 8d NAILS @ 3" MASONRY WALL PER + O.C. WALL SHEATHING PLAN I;. BOTTOM RIBBON MASONRY OR MTS12 RIBBON TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU WALL TRUSSES TO BE P.T. IF (2) Zx SILL AT WINDOW SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE W/ 2x CRIPPLE STUDS 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER AT EA. END NAILED TO KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED STUD PACK W/ 10d NAILS @ 8" O.C. THEN TWO STORY PARALLEL FLOOR CONNECTION 6ShTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION ATTACH@SILL W/ (2) 10d CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE WS10/SD4 FOR ADDITIONAL INFO s^ z W SLOPE w SECTION AT BALCONY 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONT. TO BOTTOM OF FLOOR TRUSS, SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS REQ'D SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR JOIST (12" TALL) W/ LUS26 OR LUS46 TO LEDGER 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS EQ. SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM TOP & BOTTOM) 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" TOENAILS AT EA. END OF SILL (MAX OPEN'G IF FLOOR SYS. NOT PRESENT PER FLOOR WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS FLOOR SHEATHING SHEATHING PER PLAN PER PLAN ATTACHED ATTACH PER NAILING PER NAILING SCHEDULE SCHEDULE -11 -Irl THAN 6' 2x4 #2 SYP BLOCK @ 48" O.C. W/ (2) 1 TOENAILS EACH E 2x4 #2 SYP ANGLE AGAINST TRUSS VERTICAL @ 48' C W/ (3) 12d NAILS E END FLOOR TRUSSES PLAN I BEAM PER PLAN 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP CHORD ATTACH TRUSS BOTTOM CHORD TO BEAM BELOW W/ (2) ROWS 1/4"x3" SDS SCREWS @ 12" O.C. MAX. (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM 3/4"=1'-0" SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER -SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. 3/4"=1'-0" w (1) SIMPSON LSTA30 STRAP CENTERED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BE ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED BELOW W/ (22) 10d ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO S4 HEADER CONNECTION @ 2ND FLOOR 3/4"=1'-0" w (1) SIMPSON LSTA30 STRAP CENTERED HEADER �- = O BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR Q BELOW W/ (22) 10d CONNECTION i= NAILS U_ U) w FLOOR GRIDER OR BEAM O U ❑ z co HEADER CONNECTIONa0 2nd FLOOR HIGH BM W W 3/4"=1'-0" a- < NOTE: U WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN , O WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND z BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER O_ LATERALLOADS L >> O Of a SOLID SHEATHING @ HEADER �- �� SIMPSON SP4 W/ (6) ��C<SyFFT @ O (2) 2x SPF TOP PLATE (USE SP6 @2x6 STUDS ❑ FROM TOP OF WALL & SP8 @ 2x8 STUDS) CLIPS EACH SIDE W/ 2x z STUD PACK W/ 10d U_ EXTERIOR SHEATHING LARGER THAN 4FT: (2) � W/ 2x CRIPPLE STUDS (2) 2x SPF TOP PLATE 0 FROM TOP OF WALL O U U Q z CLIPS EACH SIDE W/ 2x z STUD PACK W/ 10d I LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS OPENING U.N.O. ON PLAN z Q STUDS @ 16" O.C. \ W/ (2) 10d TOENAILS O ATTACH SILL W/ (2) 10d ❑ T&B (PLYWOOD o TOENAILS AT EA. END O TO BOTTOM OF FLOOR OF SILL (MAX OPEN'G T&B) W WIDTH 4'-0"). USE A35 z r HEADER -SEE 2ND SYSTEM (RIBBON / OPENINGS GREATER THAN 4' BUT LESS z Q THAN 6' _ FLOOR PLAN FOR MIN. < v BEAM) ATTACHED PER O CONNECTION w HEADER SIZE & REQ'D NAILING SCHEDULE. IF U ❑ FLOOR GRIDER OR JAMB STUDS = SHEATHING CAN NOT J Q F= z C) W HEADER CONNECTION @ 2nd FLOOR HIGH BM W BE INSTALLED AS W INDICATED, CONTRACTOR TO /'y U) U) /} w "°� m H bJ l N Z_ FOLLOW WS07/SD4 o: z° o IF HEADER IS UPSET z FOR REQUIRED . z X03 v° L1.!< a m AND WINDOW IS Q STRAPS U LOWER1 2 SILL ❑ (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) � W/ 2x CRIPPLE STUDS L: 2x SILL PLATE W/ A35 PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS O U U Q z CLIPS EACH SIDE W/ 2x z STUD PACK W/ 10d I LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS OPENING o W O (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) � W/ 2x CRIPPLE STUDS L: 2x SILL PLATE W/ A35 AT EA. END NAILED TO CLIPS EACH SIDE W/ 2x z STUD PACK W/ 10d UL Lij © z CRIPPLES @ 16" O.C. ❑ NAILS @ 8" O.C. THEN Q STUDS @ 16" O.C. \ W/ (2) 10d TOENAILS O ATTACH SILL W/ (2) 10d ❑ T&B (PLYWOOD o TOENAILS AT EA. END I SHEATHING REQ'D z OF SILL (MAX OPEN'G T&B) W WIDTH 4'-0"). USE A35 z r CLIP AT EA. END FOR ❑ OPENINGS GREATER THAN 4' BUT LESS z Q THAN 6' _ \ L: \ W Cl) ®�® Q. 00 O UL Lij © z I-- \ ❑ M LL �\ w r LU z C7 w SEE FRAMING PLAN ❑ FOR FLOOR O CONNECTION w U ❑ FLOOR GRIDER OR BEAM U) U) J Q F= z C) W HEADER CONNECTION @ 2nd FLOOR HIGH BM W 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" LD F - W Cl) ®�® Q. 00 �� qtr 0)00 UL Lij © z Va Cf) QW A�1�11"•1 M LL r LU Z O U) W C) W U 0 /'y U) U) /} w "°� m H bJ l N Z_ o: z° o Z G 0� U . z X03 v° L1.!< a m z U W f/0 FW_O D h � V ® (W V Q N T m OLj M �r m o N O J � W \✓) 00>-o c0i <oo< � W❑ H Z5 2�L o E z� z w Z Q Q w 1 0 3 LL I_ W 0 O0 C d 0 2i W W <( 3: Uj Cl) w O U) O M N LL. W W ® LiLLG V) < LLJ mNU) u 0-1F"W 9 _jJ J® M W �.®W 1 i-- W ~ ® a W® W 0 0 � ® co O .�.. Q°00 N STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 OR MTS12 MAY BE USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR MSTAM24 EA. SIDE OF - USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW (9) 1 Od NAILS AND (5) 1/4"x2 2x BLOCKING W/ (2) 12d BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) 3/4" TAPCONS PER CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP; CENTER 2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE STRAP BETWEEN MASONRY WALL AND 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d FRAME WALL TOENAILS EACH END I FLOOR TRUSS PER AT FLOOR SHEATHING (2) 2x4 #2 SYP I PLAN CONTRACTOR MAY USE ATTACHED PER BLOCKING W/ SIMPSON SIMPSON HTT4 AT NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS USE (4) 10d & (2) 10d INSTEAD OF INDICATED NAILS. UNDER EXTERIOR FLAT STRAP. WINDOW JAMBS USE SEE PLAN INTERIOR FLAT STRAP SEE PLAN (2) 2x6 W/ HUC26-2. IS STILL REQUIRED AT 90 JAMB STUD CONDITION LOW ROOF TRUSS SEE TRUSS PLAN FOR SEE ARCHS FOR LOW ROOF TRUSS SEE —� `— FLOOR TRUSS PER CONNECTIONS (IF FURRING AND lir TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH CONNECTIONS ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER - MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER OR WOOD WALL PER ON WOOD USE WGA PLAN PLAN PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS 4SJ'5\y SECTION @ COMBO TRUSS (2) 2x SYP #2 BUILT-UP STUL COLUMNS 1/2"=11-0" DER BY OTHERS 3S PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER Ccs GIRDER 3/4"=1'-0" 1 /2"=1'-0" V EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" TRUSS TO LEDGER ARCHS O.C. - SEE FRAMING (CONT. LEDGER w/ (2) TOENAILS EACH SIDE PLATE ATTACH PER PLAN FOR MORE INFO. (SCREWS @ 16" O.C. NAILING SCHEDULE IMAX - EQUALLY 2x4 BLOCKING ROOF SHEATHING — ISIMPSON H2.5A EA. BETWEEN STUDS W/ ATTACH PER NAILING FRUSS SHEATHING PER PLAN (2) 12d TOE NAILS w/ SHOP DRAWINGS I ATTACH PER NAILING EACH END PLYWOOD FLOORING — ° SEE FLOOR FRAMING SCHEDULE (2) 2x TOP PLATE IF 2 -PLY TRUSS LEDGER W/ (2) Y4"x3-1/2" SIMPSON LUS26-2 2x8 #2 SYP P.T. SILL SDS WOOD SCREWS @ r BEARING WALL ° 16" O.C. MAX. & 3" PLATE W/ 1/2" EPDXY STUDS TO ALIGN FROM EA. END - USE STUDS ABOVE FRAMING PLAN FOR ANCHOR BOLT OR SIMPSON LUS26. USE (RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL - TRUSS TRUSS SHOP 6AWINGS ATTACH EACH TRUSS 2 3411 EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY 2x STUDS SEE PLAN 2x8 SYP #2 LEDGER W/ STUDS ABOVE TO FROM EA.END ANCHOR BOLT OR PLANS EACH STUD (AT EACH OPT. TRUSS J -BOLT W/ MIN. 7" SIDE OF G.T. USE (4) 16d NAILS) EMBEDMENT @ 32" o Z ° MAX 1/8" GAP O.C. & 3" FROM EACH W BETWEEN SHEATHING END SIMPSON CS18 AND CMU d U / CONT. #5 IN TIE BEAM STUDS ABOVE TO t EXT. FINISH PER ARCHS o0°°� Vic° WALL SPLICE DETAILS EXTERIOR SHEATHI""' SEE 2NE I ---------------------------- WALL SE ADDITIO 1 n 1 INFORMi I SIMPSON H2.5 I FROM TOP OF WALL TRUSS TO LEDGER I IMIN. 2x6 #2 SYP TO BOTTOM OF SILL (CONT. LEDGER w/ (2) TOENAILS EACH SIDE PLATE ATTACH PER — _ _ _ — — ------------------- (SCREWS @ 16" O.C. NAILING SCHEDULE IMAX - EQUALLY I ROOF SHEATHING — ISIMPSON H2.5A EA. ( OF LEDGER - END ATTACH PER NAILING FRUSS i SCHEDULE w/ SHOP DRAWINGS I PRE-ENGINEERED — NAILS AT EA. SIDE OF PLYWOOD FLOORING — TRUSS PER PLAN SEE FLOOR FRAMING MIN. 2x6 #2 SYP CONT. (2) 2x TOP PLATE IF 2 -PLY TRUSS LEDGER W/ (2) Y4"x3-1/2" SIMPSON LUS26-2 SEE PLAN FOR SDS WOOD SCREWS @ r BEARING WALL 2x4 SYP#2 BLOCKING 16" O.C. MAX. & 3" 8" CMU WALL, TYP. STUDS TO ALIGN FROM EA. END - USE STUDS ABOVE FRAMING PLAN FOR (3) SCREWS FOR 24" I SIMPSON LUS26. USE (RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 6AWINGS ATTACH EACH TRUSS rIo TO BEARING WALL 2x STUDS SEE PLAN 2x8 SYP #2 LEDGER W/ STUDS ABOVE TO U.N.O. ON FRAMING MIN. (4) 16d NAILS TO PLANS EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) SEE 2NE I ---------------------------- WALL SE ADDITIO 1 n 1 INFORMi I SIMPSON H2.5 I TOE NAILS. TRUSS TO LEDGER I IMIN. 2x6 #2 SYP STUDS (CONT. LEDGER w/ (2) TOENAILS EACH SIDE IY4"x3" SDS WOOD (2) 2x SPF#2 BAS (SCREWS @ 16" O.C. , .. IMAX - EQUALLY W/ (2) 16d NAILS SPACED & 3" FROM TRUSS, THEN Al ( OF LEDGER - END LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L ----------------------_._..__—.J SECTION @ LOW ROOF 3/4"=1'-0" NOT USED 3/4"=1'-0" 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d ALIGN 2ND FLOC TOE NAILS. STUDS w/ 1ST FL ROOF AND EXTERIOR STUDS SHEATHING TOENAILS EACH SIDE ATTACHED PER (2) 2x SPF#2 BAS NAILING SCHEDULE PLATE. ATTACH 2X8 #2 SYP CONT. W/ (2) 16d NAILS LEDGER W/ (4) 16d TRUSS, THEN Al NAILS. ATTACH NAILS 2ND PLY W/ (2) 1 INTO END OF EA. @ 12" O.C. FLOOR TRUSS, 24" SIMPSON CS18 F O.C. MAX. (INSTALL (4) WF16/ NAILS AT EA. SIDE OF PLYWOOD FLOORING — G.T.) SEE FLOOR FRAMING SIMPSON LUS26 OR (2) 2x TOP PLATE IF 2 -PLY TRUSS SIMPSON LUS26-2 SEE PLAN FOR TRUSS TO LEDGER BEARING WALL 2x4 SYP#2 BLOCKING REQUIREMENTS 8" CMU WALL, TYP. STUDS TO ALIGN SEE FLOOR STUDS ABOVE FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION W I— AND DIRECTION AFk-SEC-TION @ 2 -STORY BRG. 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SECTION @ OPEN TO ABOVE 12 PER PLAN (2) 2x TOP PLATE (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS — WINDOW SEE PLAN FOR LOCATION ce) 2x BLOCKING w/ (2) 12d - Q ❑ TOENAILS EACH SIDE IF WALL SHEATHING IS CV STOPPED BELOW EXT. SHEATHING FROM ROOF LINE TOP OF WALL TO DBL SEE FLOOR PLAN BOTTOM PLATE. IF 2x BASE PLATE W/ 12d — SHEATHING IS NOT @ 24" O.C. TO FLOOR CONT. ADD BLOCKING SYSTEM BELOW @ SHEATHING SPLICE ❑ W/ (3) 10d TOENAILS PLYWOOD FLOORING — EA. END. SIMPS. SP4 SEE FLOOR FRAMING @ TOP REQ'D PLAN FOR MORE INFO ROOF SHEATHING ATTACH PER NAILING SCHEDULE E LAN 2x4 SYP#2 BLOCKING RUSS DIRE( !1J0 &MORE INFO W/ (2) 10d TOE NAILS n' LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD W I— EXTENSION FLOOR GIRDER SEE m PLAN FORCONNECTION ATTACH EACH TRUSS rIo TO BEARING WALL 2x STUDS SEE PLAN USING SIMPSON H10A STUDS ABOVE TO U.N.O. ON FRAMING PLANS 3/4"=1'-0" O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) — SHEATHING CONT. TO 2x4 BLOCKING W/ (2) ATTACH PER NAILING 16d NAILS @ 16" O.C. 2nd STORY WALL 16d NAILS @ EA. END. SCHEDULE 2x4 STUDS @ 16" O.C. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH 1/2" GYP. BOARD SCHEDULE DIAGONAL BRACE AS SHOWN. FASTEN ROOF SIMPSON H10A @ SHEATHING TO 2x EACH DIAGONAL BLOCKING W/ 8d NAILS BRACE @ 6" O.C. SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD ABOVE TO STUD BELOW W/ 11" (5) 16d NAILS END LENGTHS & DIAGONAL BRACE TO (18)-18d NAILS BLOCKING 2x BOTTOM PLATE, PROVIDE 2x4 SYP #2 ATTACH TO DOUBLE CONT. BRACE W/ (2) TOP PLATE W/ (2) 1/4" x 16d NAILS EACH 4-1/2" SDS SCREWS @ DIAGONAL BRACE. 12" O.C., STAGGER ROWS 6" IF SHEATHING IS NOT O.S.B. TO OVERLAP CONTINUOUS TO BASE 2x BEARING WALL BOTTOM PLATE 1-1/4" TRUSSES PER PLAN PLATE, SP8 TOP AND WITH ROOF LOAD (MIN.) BOTTOM ARE REQ'D2X4 SYP #2 DIAGONAL REFER TO BEARING 2x LEDGER TO UPPER WALL SCHEDULE FOR FLOOR WALL W/ BRACE @ 48" O.C. MAX. CMU WALL PER PLAN STUD BASE 1/4" X 3-1/2" SIMPSON 45° FROM CONNECTION & SDS SCREW @ 16" O.C. HORIZONTAL BRACE BOTTOM PLATE NOT REQUIRED ANCHORS (2) 2x4 TOP PLATE 6' FROM EAVES. F1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" C PLATES U.N.O. ce) Q ❑ CV O (2) 2x HEADER - --- ---- SEE FLOOR PLAN - -- U Qz FOR MORE INFO LL ❑ LLJ SP4 TOP OF EA. Q 0] LLJ a !1J0 STUD U.N.O. n' STA30 HEADER W I— Z Q SIMPSON CS18 m CN TO BUILT UP STUD rIo o 2x STUDS SEE PLAN STUDS ABOVE TO _j � STUDS ABOVE ARE STUDS BELOW o Z ° TO ALIGN W/ STUDS Q W zw — SIMPSON CS18 O v5 BELOW U z > O STUDS ABOVE TO Uj SIMPSON CS18 o0°°� Vic° o' STUDS BELOW Z STUDS ABOVE TO z a- CD U.N.O. U HEADER BELOW 0 0 ❑ w STRUCTURAL o 0 0 0 0 U) DRAFTING: �/ O r� F- (n v 8 Q z m 2x SPF BASE V (V ❑ m U) LL PLATE O�moLl OVU) ILIJU ❑ i- Ocfl o0<❑i O �- PROVIDE SOLID BLOCKINGPRE-ENGINEERED oO z O0-1U_W<: zZwz EQ c (THIN FLOOR SYSTEM I— FLOOR SYSTEM CL 3 o W LLJ LLI �-- NDER BUILT UP COLUMNS 2i v o KNEEWALL OR BEAM U_ ~ 2 d o (2) 2x SPF TOP o d o0 PLATES U.N.O. 2x STUDS SEE PLAN B SIMPSON CS18 STUDS ABOVE STUDS BELOW (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW o STA30 0 HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFOAL A '+rr rl11 Il.l r'1 nl n "1 r�l--r-rn rlrr, VLL 1 VVItl V. 1 Lllltl 1 VI\ 1 1 V. 1\LI.X. OEND 1/2" J -BOLTS @ 7" FROM EA. OF O AT OPENINGS LARGER THAN 4'-2" ATTACH WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER OSEE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS F1 2 STORY INTERIOR BEARING WALL STRAPS TOP &� BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE 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 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. co LL.� O ® z �0 LU I_ 0 z LLJ Z m Ljj LLI = = O � O W 0O_j LL E o'5�LUO ZO�Z =p o- 1.- Wo�QD - W LL�;OW X -j r Q X W -0 W < or W LL LL W C\1 ® LL 1:I 1 1 1 1 1 1 1 1 1 . 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(2) 2x12 SYP#2 HEADER PER HEADER REQUIREMENT AT LANDING SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. HEADER TO BEAR DIRECTLY ON BUILT UP COLUMN BELOW OR OPTIONAL ATTACHMENT PER B -B L� - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END B II II MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING F, STANDARD (3) 2X12 ,— SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN �- LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING �— SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ � SIMPSON A35 OR LUS26 C? MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) BEAM (#2 SYP) 4'-0" MAX. MAX.UNSUPPORTED WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 7'-0" 12'-0" OR LESS (3) 2x12 2x8 9'-0" O 2x4 #2 SPF STUDS @ i 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS w BELOW (OTHERWISE ATTACH W/ (2) 12d 0 TOENAILS @BOTTOM) B 2x4 SILL PLATE W/ (2) HANGER ON EACH SIDE 16dTOE NAIL EA. F, STANDARD (3) 2X12 ,— SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN �- LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING �— SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ � SIMPSON A35 OR LUS26 C? MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) R 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. (2) 2x12 SYP#2 HEADE MIN. 2x8 SYP#2 LEDGER (P.T. IF PER HEADER REQUIREMENT ATTACHING TO MASONRY AT LANDING SCHEDULE @END MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d OF LANDING FOR STRINGERS @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH TO CONNECT TO. HEADER TO W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS BEAR DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. AND 4" FROM ENDS COLUMN BELOW OR OPTIONAL EACH SIDE MAX. FOR MASONRY WALL) ATTACHMENT PER B -B A -A PLAN VIEW U-) 180 DEGREE TURN LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP, IF I -JOIST, INSTALL WEB FILLER PER MANUFACTURER'S WRITTEN SPECIFICATIONS 2x12 SYP #2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 SYP #2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION A34 @ EA. STRINGER TO LANDING 0 2x8 P.T. SYP #2 (MIN.) LET -IN, FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS & MIN. END DISTANCE OF 1-1/2" hmm SEE DESIGN PLAN FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH MIN. (2) 2x12 SYP#2 III HEADER PER HEADER III REQUIREMENT AT l I I LANDING SCHEDULE @ III END OF LANDING FOR (I STRINGERS TO III III CONNECT TO. HEADER III TO BEAR DIRECTLY ON I I BUILT UP COLUMN I I BELOW OR OPTIONAL ATTACHMENT PER B -B STAIR FRAMING INFO SCALE: 3/4" = 1'-0" MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. Ilk FASTEN EACH 2X12 STRINGER TO DBL. 2) HEADER W/ (3) 12d NP ALONG WITH A34's MIN. (3) 2x SYP #2 STL REQ'D @ END OF LAN HEADER W/ MIN. (6) 1, NAILS FROM (2)2x12 S HEADER TO BUILT UP STUD COLUMN STRINGERS TO BE NOTCHED AT LANDING OR PROVIDE 2x4 SYP #2 LET -IN CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 12" O.C. 2X12 STRINGER TO LANDING FRAMING W/(3) -12d TOENAILS 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER HEADER REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX.UNSUPPORTED WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 7'-0" 12'-0" OR LESS (3) 2x12 2x8 9'-0" O 2x4 #2 SPF STUDS @ i 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS w BELOW (OTHERWISE ATTACH W/ (2) 12d 0 TOENAILS @BOTTOM) 2x4 SILL PLATE W/ (2) HANGER ON EACH SIDE 16dTOE NAIL EA. rs ,. �t O R 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. (2) 2x12 SYP#2 HEADE MIN. 2x8 SYP#2 LEDGER (P.T. IF PER HEADER REQUIREMENT ATTACHING TO MASONRY AT LANDING SCHEDULE @END MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d OF LANDING FOR STRINGERS @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH TO CONNECT TO. HEADER TO W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS BEAR DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. AND 4" FROM ENDS COLUMN BELOW OR OPTIONAL EACH SIDE MAX. FOR MASONRY WALL) ATTACHMENT PER B -B A -A PLAN VIEW U-) 180 DEGREE TURN LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP, IF I -JOIST, INSTALL WEB FILLER PER MANUFACTURER'S WRITTEN SPECIFICATIONS 2x12 SYP #2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 SYP #2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION A34 @ EA. STRINGER TO LANDING 0 2x8 P.T. SYP #2 (MIN.) LET -IN, FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS & MIN. END DISTANCE OF 1-1/2" hmm SEE DESIGN PLAN FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH MIN. (2) 2x12 SYP#2 III HEADER PER HEADER III REQUIREMENT AT l I I LANDING SCHEDULE @ III END OF LANDING FOR (I STRINGERS TO III III CONNECT TO. HEADER III TO BEAR DIRECTLY ON I I BUILT UP COLUMN I I BELOW OR OPTIONAL ATTACHMENT PER B -B STAIR FRAMING INFO SCALE: 3/4" = 1'-0" MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. Ilk FASTEN EACH 2X12 STRINGER TO DBL. 2) HEADER W/ (3) 12d NP ALONG WITH A34's MIN. (3) 2x SYP #2 STL REQ'D @ END OF LAN HEADER W/ MIN. (6) 1, NAILS FROM (2)2x12 S HEADER TO BUILT UP STUD COLUMN STRINGERS TO BE NOTCHED AT LANDING OR PROVIDE 2x4 SYP #2 LET -IN CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 12" O.C. 2X12 STRINGER TO LANDING FRAMING W/(3) -12d TOENAILS 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER HEADER REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX.UNSUPPORTED WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 7'-0" 12'-0" OR LESS (3) 2x12 2x8 9'-0" GENERAL STAIR NOTES: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC RESIDENTIAL. 2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3) ROWS 10d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 4. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6) 12d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS SCREWS WITHOUT ADDITIONAL REVIEW A 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER USING (3)-12d NAILS, ALONG WITH A34's MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE HEIGHT OF LANDING PER FLOOR PLAN 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN IF 2X HEADER DOES NOT BEAR ON 2X BU UP COLUMN SEE OPTIONAL HANGER CONNECTION BELOV MIN. 2X8 SYP #2 JOTS @ LANDING @ 16" 0.1 W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE TYP. CONTINUOUS FULL LENGTH MIN. (3) 2X12 SYP #2 HEADER @ Et OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR ONTO BUIL UP COLUMNS BELOV\ NAIL PLIES FROM ON FACE W/ (3) ROWS 10 NAILS @ 8" O.C. & 4" FROM ENDS STANDARD (3) 2X12 SYP #2 STRINGERS V SIMPSON A34 CLIP To FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIF RUN S � SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 4'-0" MAX. AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND E' TABLE R301.5 (FBC 6TH EDITION) � C' pgy'(j LT Ll. U O 2x4 #2 SPF STUDS @ i 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS w BELOW (OTHERWISE ATTACH W/ (2) 12d 0 TOENAILS @BOTTOM) 2x4 SILL PLATE W/ (2) T_ 16dTOE NAIL EA. rs ,. CONT. BRACE & 10d O NAILS @ 4" O.C. TO FLOOR SHEATHING z C7 ATTACH 2x4 TO TRUSS w W/ (2) %"x3" SDS 0 u) SPACED & CENTERED W � IN TRUSS � F- U A LL ID U U7 � z 0 �_j LL z 00 Oo Q O - � 00 a, w f -- U F - z O U Z w 0 W Ly U LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE 0- UTILIZED AS BLOCKING B B U J Q H z W 3/4" PLYWOOD OR OSB p SHEATHING OVER Co LANDING ATTACHED PER THE FLOOR FRAMING NOTES �_ z O MID SPAN BLOCKING (_ TO MATCH JOIST o DEPTH W/ (3) 10d :._ TOENAILS EACH END � W 0 O U SEE PLAN FOR z z MASONRY WALL OR MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. WOOD WALL FRAMED OVER LANDING IF STEP REQUIRED MID LANDING. TOENAIL 2X SLEEPER TO SOLID C° BLOCKING BELOW W/ 12d NAILS @ 8" O.C. o O 3/4" PLYWOOD OR OSB SHEATHING OVER LL LANDING ATTACHED PER THE FLOOR FRAMING w NOTES MIN, SPF #2 2X SLEEPER @ 16" O.C. MAX. 0 FRAMED OVER LANDING IF STEP REQUIRED MID z LANDING. TOENAIL 2X SLEEPER TO SOLID 0 BLOCKING BELOW W/ 12d NAILS @ 8" O.C. U) MIN. 2X8 SYP #2 JOISTS @LANDING OW @ 16" O.C. W/ SIMPSON A35 OR a. LUS26 HANGER ON EACH SIDE TYP. W 2 F - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS 4 EACH END M MIN. (3) 2x SYP #2 STUD REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO STUD COLUMN CMU/LEDGER IN LIEU OF BUILT UP COLUMN MIN. 2x8 SYP#2 LEDGER (P.T. IF WOOD: ATTACHING TO MASONRY HU210-3/HUC210-3 W/ (18)16d NAILS TO LEDGER/SUPPORT AND WALL) CONT. LEDGER w/ (3) 16d (10)10d NAILS TO (3)2x12 SYP#2 HEADER NAILS @ 16" O.C. MAX. TO EACH MASONRY: STUD. ((2) 1/4"x3-1/4" TAPCONS HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND @ 16" O.C. AND 4" FROM ENDS (10)-10d NAILS TO (3)2x12 SYP#2 HEADER MAX. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING Wl STEP (IF REQUIRED) SECTION X -X SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 #2 SPF STUDS @ 24" O.C. 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. @ ANY OPENING 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/(2)16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS �— ATTACH 2x6 VERTI( DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %" SDS WOOD SCREW N.T.S. EQUALLY SPACED/CENTERE1 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE I I NAILS SEE ARCH PLAN MAX. 4'-0" ABOVE 2x4 #2 SPF STUDS 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORI TO ALLOW VERTIC TO SLIDE DOWN T( FACE OF TRUSS ATTACH 2x6 VERTI( TO TRUSS W/ (3) %4' SDS WOOD SCREV\ EQUALLY SPACED/CENTEREI TRUSS TO OUTSIDE FACE OF TRUSS SCALE: 3/4" = 1'-0" SINGLE TRUSS PARALLEL TO FLOOR N.T.S. 2x4 SILL PLATE W/ 10d NAILS @ 4' O.C. (NOTCHED @ 2x6 VERTICAL LOCATIC 2x6 VERTICAL AND L -BRACE @ 6'-0" O.( @ ANY OPENING TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, � SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF = AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND E' TABLE R301.5 (FBC 6TH EDITION) � C' pgy'(j LU Ll. U PERPENDICULAR TO FLOOR z Q 0 W O U U Q z 0 W U) 2x4 CONT. TOP PLATE 0 (ATTACH TOP PLATE 2 TO STUDS W/ (2) 16d %a O 0 � U m) .a U,�J`p co `Y� 1 TOE NAILS z C' pgy'(j 0 Ll. O 2x4 #2 SPF STUDS @ i 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS w BELOW (OTHERWISE ATTACH W/ (2) 12d 0 TOENAILS @BOTTOM) 2x4 SILL PLATE W/ (2) T_ 16dTOE NAIL EA. IJ J CONT. BRACE & 10d O NAILS @ 4" O.C. TO FLOOR SHEATHING z C7 ATTACH 2x4 TO TRUSS w W/ (2) %"x3" SDS SCREWS EQUALLY u) SPACED & CENTERED W � IN TRUSS � F- U U7 Q h Z w 0 W Ly U F -- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. S f f LU � � m o O LLl - y o U5 �a3 v zco %a O 0 � U m) .a U,�J`p co `Y� 1 'v f, � /,"® #�) C' pgy'(j Ll. IJ J Q 0- U W LLJ U 0 N a' a W ° Z z U z owe v Jy0 0� am U C� 0) 0" r� �"Lu 0 �S W z 0 /ry Qzw"TQ' m W V 0 c7 �; W °�mL�= Lli U,�O�o 00 Q:E0< -1 �.�. Z z �zUjUj z o F-' p GeoUj¢a 3 i31 - L1J Q Ljj I- L- U O = Z cn O M lo - N M > J W LL (n J Q N i/') 11 MM W ® 0 � V M L1J W 0 1 F-- W ~ CL a l2 w z 0 '< ® W CD 00 0-®MWN STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MR QC CHECK: EA JOB No. DWH-0205549 SCALE: AS INDICATED DATE: 07/05/18 T 1 S f f