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HomeMy WebLinkAbout237 Big Spring Ter 16-1776 New Construction SFH�J` APR 1 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 6 ff % Documented Construction 'Value: Job Address: 3-� �/J(/1 / Historic District: Yes ❑ No Q Parcel ID: -'� �� � - �a %�%d� Residential [� Commercial ❑ Type of Work: New N Addition ❑ Alteration ❑ Repair ❑ Demo El Change of Use ❑ Move El Description of Work: NEW UT C-- - I tIQKNt✓UKwl\ w l lv l�_V=—tS- t v M Gf Qr r---. Plan Review Contact Person: Daphne Clark Title. Phone: 407-257-6940 Fax: Email: daph n e@ Permits Permits Permits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Pax: Cip ' St to Zi • MAITLAND FL 32751 State License No.: CBC1257462 407-257-6940 Architect/Engineer Information Name: ���� it%(/Ire Phone: - Street: Fax: — City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: NIA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FSC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sth Edition (2011) Florida Building Code Revised: June 30, 2015 Permit Application GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 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 NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4 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. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WAI L 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 1.3 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 5.11.1 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 NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON H332 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS "THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2600 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc jj= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1 =900 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 ESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. MC I AL UUA I INCUS I -UK UtiC VVI I H 1'KL55UKL I KLA I LU VVUUU 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. 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-133 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-133. ("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-133). -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-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ, TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN, 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", 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 F1564 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). 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 NOTES & CONNECTOR LEGEND WIND PRESSURE & SUCTION EFFECTIVE S5 LINTEL PLAN (PSF) WIND SD2 GENERAL DETAILS (+) VALUE DENOTES PRESSURE AREA (SQ FT) SD4 GENERAL DETAILS - VALUE DENOTES SUCTION AREA 4O O 10 (+) 21.2 (+) 21.2 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM (-) 22.9 -) 28.3 20 (+) 20.2 (+) 20.2 UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES (-) 22.0 (-) 26.4 PER TB -56 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - . 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM5 5 4 4 ,a I 5 5 J� STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'4" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS INGS SHEET I SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS S D6 TWO STORY DETAILS ST1 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, z WITH MASTER 2 AND WITH BONUS & MASTER 2 2. 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 3 z CREATED ELEV, C W/ BONUS - TRUSSWAY 12/18/2014 O J TRUSSES 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES U REMOVED OPTIONAL,MASTER SUITE 2 AND 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM z MASTER PER BILL YOUNGMAN'S REQUEST 6 4/14/2015 UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES PER TB -56 7 I 1/8/2016 (ADDED A/C CHASE_ TO CLOSET AT BEDROOM 3 t 8 1 1/26/2016 ADDED ALTERNATE DEN OPTION RECORD COPY COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w M f I:! I- • Irl z W z z O J O 00 r1 U z r� HiZ -1 0 �- ®®r o Z 0- W ® _ 0 00 0 _O W U u� I- 4 L W or® -j ❑ i ❑ W 5- O U 0 J _ w U :E 1= 0 Q� U) �- z w 5 STRUCTURAL ENG: CFG ! BAD J_ 7 F- -STRUCT: AML -- - W r- QC CHECK: CC ZJOB No. TM - 2151994 - - - - - W SCALE: AS INDICATED U) W DATE: 04/11/2016 iY O W q - s l ° "� Z 7 w LL LU Imo" Ir L�C�� . f .".� ' SAV' 4q�I®71 ! a -� •L w1i s" y J O OP U- (0 W J O /C)r V) O U U C: 1-77, >0 1E- f� d ry LU O F -J Q'v z a z 14 IM, O W O rY a. iJ �P ./ n ) 0 U W z (D O IJC�� (� J �h Q Z � (z) z � p < z LL S-9 OF�N�' z J �N�,� O D 0IL OU O Q<W''j E wW Cl C� ? C F- J z LL O w I U C) W O T U W U 3 Z U • Irl z �_ I z O J O 00 r1 z r� HiZ -1 0 �- ®®r Q' Lr) ® _ 0 00 0 2 L or® -j Z ❑ W 5- 10 0 w p :E 1= 0 Q� U) �- w 5 STRUCTURAL ENG: CFG ! BAD F- -STRUCT: AML -- - J_j QC CHECK: CC ZJOB No. TM - 2151994 - - - - - W SCALE: AS INDICATED U) W DATE: 04/11/2016 S2 1 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. - PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER — PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. /. — DOUBLE 10d @ 3" O.C. + TOP SPLICE '.. 2x4 BEYOND AGAINST - 1811 2x8 STUDS ATTACH 2x STUDS TO - DOUBLE 2x4 TOP PLATE - • T/W►RZKi7►IIEil% OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 4 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ O 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4' 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON _ r� 2 1/2" z ❑ •i w 1 1/2" ,z 11 1N 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. O TOP PLATE W/ I, AT CORNER SIDE } I z NAILS ((2) ON EA.A. SIDE) � TYP. AT ALL EXTERIOR (9U ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE TOP PLATE W/ (4) 16d TO CORNER STUD a NAILS ((2) ON EA. SIDE) PACK w/ (4) 10d NAILS TYP. AT ALL EXTERIOR 2x8 STUDS PER FRAMING PLAN 00 CONDITIONS TOP SPLICE BOTTOM SPLICE OVER sruD TOP PLATE CORNER TRANSITION (z) 2x4's (2) 2x6s DOUBLE 2x8 TOP TOP PLATE TRANSITION PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL /1 \ FO TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND SHEATHING PER PLAN BEYOND 7,/A INSTALLED VERTICALLY. AT FLOOR TRUSS TOP AND BOTTOM PLATES USING (1) 3/8 �_ z ROW OF 8d COMMON NAILS @ 3" O.C. - -w cD �' Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON W= NAIL SPACING -- 6-- -�--T /IF n = NAILS @3"O.C. I O! SO II II II u J U_ NAIL OPENING PERIMETER w/ (2) ROWS OF 8d k<Fqq r0 ROOF SHEATHING, IIT Il 1 II_ - 11 11 n -,- O I- A 3/4" �G'� Tj� FASTEN PER PLAN 11- - l _ _ _ _ -- - -- �, � z COMMON NAILS @ 3 O.C. tiOw III - - U_ �� t'4 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL - - - 0 III III II I I IF -_WALL SHEATHING w EDGES 6" U.C. U.N.O. ON PLANS 0 III III II II I SPLICE, SEE SPLICE A III III II I I 11 DETAIL. MAX 1/8" 2 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 3/4" 2x4 FRAMING @ 24" OPENING SPACE BETWEEN u w COMMON NAILS @ 3" O.C. U.C. MAX. III III II 4 II PANELS T F_ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS �.. © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO p0 4" O.C. PROVIDE (4)10d x3" 111 3 I I I� I I 1I (n HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT J r PER -ENG TRUSSES 10d x 3" COMM( OPP. SIDE (2) 2x COLUMN 2 1/2" EDGE (I TYP. III II I I I I D U TOP (X BOT I UM I- 2x SCAB w/ 10d NAILS LL 0STUD PER PLAN A III III II I I II 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, a - @ 4" O.C. AROUND 2x STUDS BEYOND, III OPENING III II II II SEE PLAN FOR MORE U_ VERTICAL MEMBER IF GABLE END_ 11 BETWEEN EXTERIOR TRUSS CONNECTION III I II I INFO O PER -ENG TRUSSES - z BLOCKING GYPSUM WALLBOARD 2x FASCIA PER PLAN JOINT, MAX. 1/8 GAP CMU WALL PER PLAN _ i EDGER F NAILS TO TRUSS CONNECTION 2x4 PT LEDGER W/ PER PLAN NAILING PER 1/4" x4" TAPCONS @ 12" SCHEDULE - O.C. 2x FRAME WALL PER PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS '3/d"=11_n" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS (z) 2x8's Nape r0 G % �A)/ - rm rrcinr= r)\ ')A A' 1�r z G 0 u a rrr EDGE DISTANCE PER VjAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT \ 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2),16d NAILS @ 16" O.C. CONDITION @ FRAME WALL ter �v � ��..- SE = - —fl - 71- 11 I I v rrr Y fir/ Y W W s U) 2. 111 111 11 II II y. PLAN NAIL PER PLAN _3- DOUBLE TOP PLATE � Q IIII 1 I I II 1 fl II II 2x4 #2 SPF BLOCKING @ 24" O.C. SHEATHING PER 00 O.C. MAX.; II II 1111 z TO GABLE END STUDS o� J U) ; c ¢ �g ' I-ISL=�1t= 4'-0" MAX. ILL.=�==�==II=— SIMPSON SP4 OR SP2 o� ('2) 2x TOP PLATE O.C. MAX.; CONNECTION - EACH END 2x4 SYP #2 OR �o @ EACH STUD 12d NAILS @ EACH END"" FLOOR SYSTEM O U.C. O.C. MAX. J ly- ++ x x SHINGLE ONLY _ 07 U_ CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN TOP & BOT., 2x8 TO SHEATHING DIAGRAM 2x8 #2 SPF VERTICAL F1 EXTERIOR SHEATHING SCHEDULE SIMPSON LSTA30 W/ 2x8 w/ (2) 10d NAILS @ 3/4"=1'-0" 2x12 w/ 10d X 3" NAILS BLOCKING GYPSUM WALLBOARD 2x FASCIA PER PLAN JOINT, MAX. 1/8 GAP CMU WALL PER PLAN _ i EDGER F NAILS TO TRUSS CONNECTION 2x4 PT LEDGER W/ PER PLAN NAILING PER 1/4" x4" TAPCONS @ 12" SCHEDULE - O.C. 2x FRAME WALL PER PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS '3/d"=11_n" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS (z) 2x8's Nape r0 G % �A)/ - rm rrcinr= r)\ ')A A' 1�r z G 0 u a rrr EDGE DISTANCE PER VjAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT \ 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2),16d NAILS @ 16" O.C. CONDITION @ FRAME WALL ter �v � ��..- SE = � � ►rr.- ►d.- rr► ROOF SHEATHING, �r� �rs.� ►.rte v rrr Y fir/ Y W Y Y `rr Y �r� �+w� Y �� V/ Y 2x4 SYP #2 LEDGER. 0 U y. PLAN NAIL PER PLAN _3- DOUBLE TOP PLATE (2) 2x BUILT-UP COL. (4) 10d NAILS FOR (2) 1/4" X 41%" SIMPS. SEE TRUSS PLAN FOR MORE INFO & SEE TRUSS PLAN FOR MORE INFO & 2x4 #2 SPF BLOCKING @ 24" O.C. SHEATHING PER MEMBERS ONLY O.C. MAX.; SHEATHING NG PERr z TO GABLE END STUDS < J U) ; c ¢ �g w/ (2) 16d END NAILS 4'-0" MAX. Z Z � w SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) ('2) 2x TOP PLATE O.C. MAX.; CONNECTION CONNECTION EACH END 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" @ EACH STUD 12d NAILS @ EACH END"" ROOF TRUSSES @ 24" U.C. O.C. MAX. SIMPSON H3 CLIP ++ x x SHINGLE ONLY _ 07 2x12 BOX HDR w/ 2x8's U TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x8 w/ (2) 10d NAILS @ 2x12 w/ 10d X 3" NAILS J@ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT POCKET SGD SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS = WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND - LINTEL w/ (2)ROWS OF +, ++ + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD ) �J 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION16" v O.C. MAX. TRUSS w/ 4 12d NAILS 2x8 w/ (2) 10d NAILS @ xxxx 2x BRG WALL, SEE i i STAGGERED i INTO TRUSS & (3) 12d EACH VERTICAL a PLAN FOR STUD SIZE & i I i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL _ SPACING. MIN (2) 2x / SEE FLOOR PLAN FOR i i LINTELS TRUSS LINTELS FOR MORE INFO a,- UNDER GIRDER TRUSS MORE BRG. WALL INFO U.N.O. LINTEL PER PLAN I i SLOPE AS REVD LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. e 2x BLOCKING-� -- w/ (2) 1/4" x 3 1/2" w/ (2) 1 /4" x 3 1 /2" -�-� (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH -- SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO -- VERTICALLY VERTICALLY 2x BRG WALL, SEE - PRE -ENG. ROOF BUILT-UP W/ (z) 24 PLAN FOR STUD SIZE &... TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER "F1SECTION @ DOUBLE BEARINGF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM fSO3HEADER @ POCKET SLIDER 11 3/4"=V-0"' /4 --_ 1 -0 3/4"=V-0" -0 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HT320 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 5/8" THREADED ROD w/ E10;1 NUT SET IN ADHESIVE v \� a SEE FOUNDATION .. , U j', PLAN FOR ADDITIONAL r- INFO SIDE VIEW @ BASE OF POST C$ - CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X V? SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON F13 CLIP — - LINTEL PER PLAN — W ry �J SHEATHING PER PLAN 2x4 SYP #2 LEDGER. 0 U TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 41%" SIMPS. 7 CONY. FRAMED SDS SCREWS @ 16" SHEATHING PER MEMBERS ONLY O.C. MAX.; SHEATHING NG PERr z TO GABLE END STUDS < J U) ; c ¢ �g w/ (2) 1/4" X V2' SIMPS. 4'-0" MAX. Z Z � w SDS SCREWS @ 16" FASCIA PER O.C. MAX.; W COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" U.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 07 FJ-- d. C] � J F 10dx3" o z OLU z O O zz0_ LL! F-• E U Q Ljj n, 10d x 3" OPP. SIDE ,'- L Q z O J U INCE PER Z j W 0 J o •� ° ROOF SHEATHI . Via, , °�� c �' J FASTEN P RPLU L r e Cc* mcc Ulb Q cir 10 5-Z) Aol®sed°!R°®i'�V,,�, J 0 LL �k 111l1l11 �,y 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS 17- EA. ^EA. STUD OR TRUSS _;�; U ( MEMBER, TYP. (MAX. w 24" O.C.). IF MASONRY, (D'`�-�i�E USE (2) 1/4" TAPCONS n w/ MIN. 2" EMBED. @ p C) 24" O.C. U J T ❑ � ` o Z --. TRUSS PER PLAN ¢• P=4a v 0 �.._ W I V � g � �, WOOD/MASONRY WALL OR TRUSS, SEE LL o f PLAN (TRUSS SHOWN) O z m o LEDGER @ LOW ROOF o SEE TRUSS PL MORE INFO & CONNECTION 2x8 #2 SPF VERTICAL - LINTEL PER PLAN — W ry �J F -- W 0 U U) (n n_ W ❑ N O U r� r o2j z Q CO LL SHEATHING PER f n •- V ¢ 1� C SHEATHING NG PERr z z O < J U) ; c ¢ �g 2x8 TO UNDER SIDE OF U � Z Z � w ROOF SHEATHING O O `t a W z�� �6�� T W 3 I - W I- z N F -J Q 2x8 #2 SPF VERTICAL - LINTEL PER PLAN — 2x8 #2 SPF VERTICAL �J F -- W @ 24" O.C. w/ EXT. -..-- _ SHEATHING PER SHEATHING NG PERr z I NAILING SCHEDULE & • ' NAILING SCHEDULE & W (4) 12d NAILS EACH (4) 12d NAILS EACH -�- TRUSS MEMBER TRUSS MEMBER U 07 U 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL W ATTACHMENT BY cn BUILDER O n FS04 HEADER @ POCKET SLIDER o 1/2"=1'-0" 3/4"=1'-0" I \ / 1/2"=1'-0" I COPYRIGHT MCD 2014: 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 00 11 z 0 W Z J 0 z HCIE 0 1 r 0000 o ®J z Ljj LL 9 -Wj �( 0 cn OLLI }— cn CL LU Fes- STRUCTURAL ENG: CFG / BAD _..-___.._.___ __-- U DRAFTIN(: _. Z) J�w�NG Q-STRUCT: AML ro _...,....._- - - - O ¢ QC CHECK: CC JOB No. TM - 21.51994 z _ LL' SCALE: - AS INDICATED DATE: 04/11/2016 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES �f BEARING 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 BEARING SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. _ 0'-0" GRADE �. DBL. TOP PLATE : If] [aZ�all :ZWWI I 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 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 PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS 9d07 n i lnr NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE NOTE: ALL FLOOR TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 PRE-ENGINEERED TRUSS STRAP - SEU ' 2x BOTTOM PLATE 2x 2ND FLOOR STUDS TRUSSES TO BE P.T. IF HEADER ROOF TRUSS - SEE FRAMING PLAN FOP-, CRIPPLES @ 16" O.C. (2) SIMPSON LSTA18 NO MOISTURE THAN 4' BUT LESS FRAMING PLAN FOR CONNECTIONS F�C<SyFFr (& SE BARRIER (FELT PAPER SDCHEDULE SIMPSON LSTA30 LOCATION & SPACING SP6/@ 22x6 STUDS PRE-ENGINEERED COLUMNS OR SIM) IS PROVIDED T&B) SP8 @ 2x8 STUDS) STRAP (MAX 10° SYSTEM INFO. ROOF TRUSSES AT 24" TRUSS STRAP -SEE PER BEARING WALL ANGLE) W/ (22) 10d STRUCTURAL COL PER NAILS. BEND STRAP O.C. FRAMING PLAN FOR NAILS. BEND STRAP ATTACH 2x STUDS W/ PLAN FOR SIZE AND : U.N.O. ON PLAN OVER TOP PLATE MIN. ROD WITHIN 6" FROM 3", THEN RUN DOWN � OPENINGS GREATER REQ'D # OF STUDS FLOOR w/ (14) 10d FACE OF JAMB STUDS/ CONNECTIONS HEADER - SERE 2ND FACE OF .JAMB STUDS/ ; , HEADER—� Y FLOOR PLAN FOR MIN. HEADER STRAPS CENTERED Ca SIMPSON MSTAM36 FLOOR TRUSS TO HEADER SIZE & REQ'D FLOOR W/ (14) 10d REFER TO FROM TOP OF WALL DOUBLE 2x TOP PLATE JAMB STUDS TYPICAL TRUSS TO STRAP W/ (10) 10d TO (3) 2x STUD PACK FOR FTG. EXTERIOR SHEATHING 2x BOTTOM PLATE ATTACH PER NAILING FRAME CONNECTION. STUDS & (8) 1/4" X SCHEDULE 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS PER NAILING ATTACH 2x STUDS W/ ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. 1/8" GAP BETWEEN C4 NAILING SCHEDULE USE SIMPSON MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR 0 MSTOM60 STRAP W/ Z ` U Q®�.... REFER TO PLAN FOR (20) 16d SINKERS & (14) BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS INFO. FOR TRUSSES 20" TO O F-- f.. 26" DEEP PRE -ENG. FLOOR (IF TITENS ARE NOT IN STRUCTURAL ENG: CFG / BAD S SYSTEM - IF NO FLOOR LINTEL COURSE OR -:� fRUC'r: AML SYSTEM INSTALL INTO FILLED CELL USE i QC CHECK: CC (1) SIMPSON LSTA30 KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) AS INDICATED STRAP W/ 11 10d TO PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS 9d07 n i lnr NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE (OE NAILS AT EA. END OF SILT (MAX OPEN'G WIDTH 4'-0"). USE A35 TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 SOLID SHEATHING @ FRAMING PLAN, 2nd FLR STUDS TO BEAR ON 2x BOTTOM PLATE 2x 2ND FLOOR STUDS CLIPS EACH SIDE w/ 2x HEADER BUILT-UP COLUMN 3/4" FLOOR SHEATHING CRIPPLES @ 16" O.C. (2) SIMPSON LSTA18 SIMPSON SP4 w/ (6) 10d THAN 4' BUT LESS PERNAILING CENTEREDSTRAPS a• F�C<SyFFr (& SE T&B (PLYWOOD SDCHEDULE SIMPSON LSTA30 SEE FLOOR FRAMING SP6/@ 22x6 STUDS SIMPSON LSTA30 COLUMNS STRAP (MAX 10° T&B) SP8 @ 2x8 STUDS) STRAP (MAX 10° SYSTEM INFO. ANGLE) W/ (22) 10d TOE NAILS AT EA. END PER BEARING WALL ANGLE) W/ (22) 10d UNDER WINDOW NAILS. BEND STRAP SCHEDULE (2) 2x SPF TOP PLATE NAILS. BEND STRAP ATTACH 2x STUDS W/ OVER TOP PLATE MIN. : U.N.O. ON PLAN OVER TOP PLATE MIN. ROD WITHIN 6" FROM 3", THEN RUN DOWN � OPENINGS GREATER 3", THEN RUN DOWN FLOOR w/ (14) 10d FACE OF JAMB STUDS/ THAN 4' BUT LESS HEADER - SERE 2ND FACE OF .JAMB STUDS/ N HEADER—� Y FLOOR PLAN FOR MIN. HEADER STRAPS CENTERED Ca EXTERIOR SHEATHING FLOOR TRUSS TO HEADER SIZE & REQ'D FLOOR W/ (14) 10d REFER TO FROM TOP OF WALL RIBBONS, CONT. JAMB STUDS FOUNDATION PLAN 1/4" X 1 3/4" TITENS (3) 2x STUD PACK FOR FTG. EXTERIOR SHEATHING SOLID BLOCKING U.N.O. FLOOR TRUSS PER STUDS ABOVE PLATE w FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN ABOVE PLAN U.N.O. CONNECTION INFO.. — IF HEADER IS UPSET TO BUT. RIBBON, NAIL PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" U.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fis__O�TYPICAL GIRDER COI_. a� HIGH BEAM ATTACH SILL w/ (2) 1 O -- _ SILL PLATE w/ (2) 10d BARRIER FELT PAPER ( OR SIM) IS PROVIDED (OE NAILS AT EA. END OF SILT (MAX OPEN'G WIDTH 4'-0"). USE A35 TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 3/4"=1'-0" FRAMING PLAN, 2nd FLR STUDS TO BEAR ON REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE CRIPPLES @ 16" O.C. (2) SIMPSON LSTA18 INFO. THAN 4' BUT LESS w/ (2)'10d TOENAILS CENTEREDSTRAPS a• BEARING WALL PER A A T&B (PLYWOOD FLOOR W/ (14) 10d PLAN BEYOND SEE FLOOR FRAMING SHEATHING REQ'D NAILS COLUMNS PLAN FOR FLOOR T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE " UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE 20"- 26" DEEP, USE `� ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 11 (2) 16d NAILS @ 6" O.0 ROD WITHIN 6" FROM STRAPS CENTERED @ OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d N THAN 4' BUT LESS 2 -STORY WALL NAILS N (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 \ \ STRAPS CENTERED Ca INFO. FLOOR TRUSS TO \\ FLOOR W/ (14) 10d REFER TO MASONRY WALL RIBBONS, CONT. NAILS FOUNDATION PLAN 1/4" X 1 3/4" TITENS (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED 00 PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.0 1/8" GAP BETWEEN C4 SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E STOPPING AT 1000 SQ PLAN FT MAX: DRAFT SINKERS AND (14) /4 X2 /a TITENS TO MASONRY STOPPING MATERIALS MIN THICKNESS SHALLfiSO�TYPICAL TWO STORY COL. @ GIRDER fisA2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 3/4" FLOOR SH ATI 3/4 (OE NAILS AT EA. END OF SILT (MAX OPEN'G WIDTH 4'-0"). USE A35 TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS TYPICAL TWO STORY SECTION OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO REQ'D ON EITHER SIDE OF WALL. IF WF02/ THAN 4' BUT LESS w/ (2)'10d TOENAILS STUD PACK w/ 10d MASONRY WALL SEE THAN 6' T&B (PLYWOOD NAILS @ 8" U.C. THEN HEADER SIZE & REQ'D SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. X� (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d x 2 1/4" TITENS; IF �- ,; SEPARATE SHEATHING TOE NAILS AT EA. END FLOOR TRUSSES ARE " UNDER WINDOW OF SILL (MAX OPEN'G (3) 2x STUDS 20"- 26" DEEP, USE `� WIDTH 4'-0"). USE A35 SIMPS. MSTCM60 "; CLIP AT EA. END FOR STRAP w/(20) 16d "` OPENINGS GREATER SINKERS & (14) 1/4" X 2 r THAN 4' BUT LESS 1/4" TITENS INSTEAD. THAN 6' (IF TITENS ARE NUT IN ' 's / LINTEL COURSE OR _/- 2x TOP &BOT. SIMPSON LSTA30 w/ — INTO FILLED CELL USE '; RIBBONS, CONT. (11) 10d TO STUDS 1/4" X 1 3/4" TITENS ABOVE PLATE U.N.O. NOTE ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED (4) 2x STUDS SFE FRAMING PLAN 16" O.C. TOP AND ATTACHED PER SHEATHING PER ATTACHED PER SHEATHING PER ATTACHED PER SHEATHING PER BOTTOM CHORDS NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE AND SEE ARCH TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN PLAGIRDER TRUSS PER 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/(MAX) AGAINST TRUSS ( 2X BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 12d @ 12" O.C. W/ (3) 12d NAILS EACH ATTACHMENT w/ (2) 12d ( ) TOENAILS EA. END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)2x SYP #2 RIBBON IN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ RIBBON TO BE PT IF BRIG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE BRIG DIRECTLY ON CMU SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO _ SCHEDULE FOR (`L) ROWS Sd NAILS @ FOR HANGER 1/2" GYP. CLG BD OR CONNECTION 1/2" GYP. CLG BD OR ` • ' (2) ROWS 8d NAILS @ _ •. � _ � 3" O.C. TYP. WALL (2) 5/8" TYPE "X (2) 5/8" TYPE "X" WHEN �' ' WHEN 3" O.C. WALL _ SHEATHING TO EA. IN GARAGE (1) ROW 8d NAILS @ 3" IN GARAGE _ SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER r O.C. WALL SHEATHING MASONRY WALL PER .� ( BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN l _ TO BOTTOM PLATE PLAN �• MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN SHEATHING &CMU TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4, 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 IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR JOR SIM) IS PROVIDED FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION TRUSS PER PLAN CMU WALL BELOW PER DETAIL INCDICATED yFFT TYPICAL TWO STORY SECTION ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING fiSf�CANTILEVERED FLOOR TRUSS CONNECTION REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS U.N.O. ON PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE I ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO HEADER SIZE & REQ'D fi SO HEADER CONNECTION @ 2nd FLOOR 16" O.C. TOP AND ATTACHED PER SHEATHING PER ATTACHED PER SHEATHING PER ATTACHED PER SHEATHING PER BOTTOM CHORDS NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE AND SEE ARCH TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN PLAGIRDER TRUSS PER 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/(MAX) AGAINST TRUSS ( 2X BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 12d @ 12" O.C. W/ (3) 12d NAILS EACH ATTACHMENT w/ (2) 12d ( ) TOENAILS EA. END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)2x SYP #2 RIBBON IN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ RIBBON TO BE PT IF BRIG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE BRIG DIRECTLY ON CMU SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO _ SCHEDULE FOR (`L) ROWS Sd NAILS @ FOR HANGER 1/2" GYP. CLG BD OR CONNECTION 1/2" GYP. CLG BD OR ` • ' (2) ROWS 8d NAILS @ _ •. � _ � 3" O.C. TYP. WALL (2) 5/8" TYPE "X (2) 5/8" TYPE "X" WHEN �' ' WHEN 3" O.C. WALL _ SHEATHING TO EA. IN GARAGE (1) ROW 8d NAILS @ 3" IN GARAGE _ SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER r O.C. WALL SHEATHING MASONRY WALL PER .� ( BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN l _ TO BOTTOM PLATE PLAN �• MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN SHEATHING &CMU TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4, 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 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON I STA18 STRAPS FROM EA. STUD TO TRUSS 2x12#2 SYP CONT. EDGER W/ (3) '1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @,EA. END VERTICAL (MIN, 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" _ 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SLOPE °1' ! CONTRACTOR TO ' - PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB .:a PERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR L US46 TO LEDGER SEE W311/80D5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" 0 OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN x1-1/2" @ 24" O.C. (USE yFFT TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSf�CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON I STA18 STRAPS FROM EA. STUD TO TRUSS 2x12#2 SYP CONT. EDGER W/ (3) '1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @,EA. END VERTICAL (MIN, 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" _ 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SLOPE °1' ! CONTRACTOR TO ' - PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB .:a PERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR L US46 TO LEDGER SEE W311/80D5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" 0 IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS L ESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING GER N 4FT: (2) 2x SIC _RL TAE w/ A35 CLIPS TACH SINE,yy/ 2x CRIPPLES Co_) 16" O.0 w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM i; HEADER CONNECTION @ 2nd FLOOR HIGH BM COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of._M_ONTA 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 sfirictly prohibited 3/4"=1'-0" IJ Q � ❑ Z O W O� n_ U) W U r)J � J i LL I � � SOLID SHEATHING @ HEADER F SIMPSON SP4 w/ (6) 10d <<S x1-1/2" @ 24" O.C. (USE yFFT SP6 @ 2x6 STUDS & \ ` SP8 @ 2x8 STUDS) i WZ (2) 2x SPF TOP PLATE U.N.O. ON PLAN W<��� U)NIqz HE ADER-SEE2ND I FLOOR PLAN FOR MIN. / HEADER SIZE & REQ'D ZDV) ] E 3i C JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS L ESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING GER N 4FT: (2) 2x SIC _RL TAE w/ A35 CLIPS TACH SINE,yy/ 2x CRIPPLES Co_) 16" O.0 w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM i; HEADER CONNECTION @ 2nd FLOOR HIGH BM COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of._M_ONTA 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 sfirictly prohibited 3/4"=1'-0" IJ Q � ❑ Z O W O� n_ U) W U r)J � J i LL I � � 7 •�" l W N ❑ vi n Z U) i WZ 0Ee ® W<��� U)NIqz I J nO ¢goceg " aiFaU...� iZ ZDV) ] E 3i C _ X� Go �0®c�� 1 !P 7 Q U. � {-' 4/ ) W i W 17 U) 1 1 •�" p � I Z i i 0 Go t� ZOO 0 i 0 00 LL. C4 0 Z U Q®�.... O F-- f.. STRUCTURAL ENG: CFG / BAD � URAF"PING: -:� fRUC'r: AML i QC CHECK: CC JOB No. TM - 2151994 — i SCALE: AS INDICATED DA•rE: �1 i � R 2x BRG WALL W/ SIMPSON SP2 @ TOP & SPI @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS I i A "1r+r7o rw OTHERS LEDGER AT GIRDER NOT USED PLAN F — ISIMPSON H2.5 EA. TRUSS Z PLAN 1-1/2"=1'-0" 2x BRG WALL W/ EXTERIOR SHEATHING MTS12 OR LSTA18 TO 2x8's MIN. SPF #2 ATTACH PER NAILING \ BLOCKING BELOW. OR MTS12 MAY BE SCHEDULE _ 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS MSTAM24 EA. SIDE \ TOENAILS EACH END CONNECTED w/ MTS12 TRUSS STRAP STUDS 2x BASE PLATE W/ (2) OR LSTA18 NAILS AND (5) 1/4": 12d NAILS @ 12" O.C. 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING TRAP; CENTER 2x BLOCKING W/ (2) 12d STRAP BETWEEN 3/4" FLOOR SHEATHING TOENAILS EACH END 1 ATTACHED PER / (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING w/ SIMPSON (2) 2x4 #2 SYP HUC24-2 EACH END, BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d HUC24-2 EACH END, NAILS. UNDER � USE (4) 10d & (2) 10d SEE PLAN WINDOW JAMBS ONLY NAILS. UNDER 1 1 WINDOW JAMBS USE ' SHEATHING CONT, TO 2x4 BLOCKS, (2) 16d (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS TRUSS IS CONT. BRG 1 1 CONNECTIONS MASONRY (SHOWN) ON MASONRY USE _.-� 2nd STORY WALL @ NAILS c EACH END. OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA 1 1 BELOW CLIPS @ 24" O.C.) 1 "31SECTION Cu)- RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS I i A "1r+r7o rw OTHERS LEDGER AT GIRDER NOT USED PLAN F — ISIMPSON H2.5 EA. TRUSS Z PLAN 1-1/2"=1'-0" 2x BRG WALL W/ 12 SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE is oLj qT n 9 25ciY USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ONEA. STUD TO WALL TRUSS STRAP STUDS ELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING TRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A 1 FRAME WALL FLOOR TRUSS PER PLAN TRUSS PER PLAN OL SEE PLAN SEE ARCHS FOR URRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER PLAN PLAN 1/2'1=11-011 WALL SPLICE DETAILS EXTERIOR SHEATH(""' FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING IATTACH PER NAILII` SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4'x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END -USE (3) SCREWS FOR 24" I SIMPSON LUS26. RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ - I TRUSS TRUSS SHOP DRAWINGS — _ 2x8 SYP #2 LEDGEF MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LDO3 LEDGER @ OPEN TO BELOW 2x6 #2 SYP CONT. I LEDGER W/ (2) Ya 2x8 SYP #2 LEDGER W/ "x3-1/2° I SIMPSON LUS26. USE - SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY TRUSS (TRUSS. VERIFY W/ LE O.C. MAX. & 4 TRUSS SHOP FROM EA. END -USE (3) I (DRAWINGS— SCREWS FOR 24" O.C. � MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER M.T.`USE O16d NAILS) LEDGER @ LOW ROOF 3/4"=1'-0" ' 12 PER PLAN 2x4 CONT. VV/ (2) 12d EXTERIOR SHEATHING NAILS TO EACH STUD is oLj qT n 9 25ciY FROM TOP OF WALL 1 1 W/ Y2' EPDXY ANCHOR TO BOTTOM OF SILL OR J -BOLT @ 32" O.C. W PLATE ATTACH PER — — — _ NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. FOR MORE INFO I ATTACH PER NAILING SCHEDULE TRUSS 1 PRE-ENGINEERED O TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Ya 2x8 SYP #2 LEDGER W/ "x3-1/2° I SIMPSON LUS26. USE - SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY TRUSS (TRUSS. VERIFY W/ LE O.C. MAX. & 4 TRUSS SHOP FROM EA. END -USE (3) I (DRAWINGS— SCREWS FOR 24" O.C. � MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER M.T.`USE O16d NAILS) LEDGER @ LOW ROOF 3/4"=1'-0" ' 12 PER PLAN 2x4 CONT. VV/ (2) 12d 1 NAILS TO EACH STUD is oLj qT n 9 25ciY 2x8 #2 SYP SILL PLATE 1 1 W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W W/ MIN. 7" EMBEDMENT I & 6" FROM EACH END 1 z �� FOR MORE INFO 1 1 1 0�g� Z zDV) O 1 1 1 v 1 � I 1 1 1 EXT. SHEATHING 2x4 NAILER W/ (2) -- SHEATHING CONT, TO 2x4 BLOCKS, (2) 16d W 1 1 1 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 1 1 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS 16" O.C. @ _.-� 2nd STORY WALL @ NAILS c EACH END. {— 1 1 1 BELOW 1 EXT. FINISH PER O.C. -SEE FRAMING SCHEDULE I' BOTTOM PLATE BLOCK ADJACENT —� 1 1 1 1 ARCHS PLAN FOR MORE INFO. — �— 2x4 STUDS @ 16" O.C.---------.... ATTACH PER NAILING BAYS @ EACH 1 1 1 B 1 1 1 1 I _ ,� I SCHEDULE �-` DIAGONAL AS SHOWN. 2x4 BLOCKING 1/2" GYP. BOARD _-- 1 FASTEN ROOF 1 r 2x SPF BASE y SHEATHING PER BETWEEN STUDS W/ SHEATHING TO N PLATE 1 F DETAIL WF10/SD4 (2) 12d TOE NAILS '- - — W BLOCKS W/ 8d NAILS @ Z (za 2x SPF Top PLATES U.N.O. I 1 1 EACH END SIMPSON H10A @ \� 6" U.C. ❑ 1 Q 1 1 1 SEE LD02/SD4 FOR EACH DIAGONAL \ __ 1 1 (2) 2x HEADER 1 2x8 #2 SYP P.T. SILL MORE INFO. BRACE `� 2x STUDS SEE PLAN STUDS ABOVE ARE TO4@) ALIGFI'''W/ STUDS BELOW SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 PLATE w/ 1/2" EPDXY ``. �. (5) 16d NAILS BRACE Z W 1 1 ANCHOR BOLT OR 1 1 TO BLOCKING � Q J -BOLT W/ MIN. 7" ALL THREAD ROD ` N ' 1 2x P.T. BASE PLATE SEE REARING SCHED. FOR A.B. INFO 1 1 A EMBED. @ 32" O.C. & 3" 2x8 #2 SYP P.T. SILL @ 48" O.C.; SEE ' PROVIDE 2x4 BRACE �' FROM EA.END PLATE W/ 1/2" EPDXY FOUNDATION DETAILS TO EACH ADJACENT p FW -- 1 SHEATHING TO ANCHOR BOLT OR J -BOLT W/MIN. 7" FOR CONNECTION @ DIAGONAL, FASTEN ❑ U Q OVERLAP BOTTOM EMBEDMENT @ 32" BASE TO DIAGONAL W/ (2) (/) W n PLATE 1 1/4" (MIN.) O.C. & 3" FROM EACH 2x4 BOTTOM PLATE, 16d NAILS z \ \ (1) ROW 8d NAILS @ 3" END - _ IF SHEATHING IS NOT CONNECT TO DOUBLE - ` TRUSSES PER PLAN 0 7 O.C. WALL SHEATHING CONTINUOUS TO BASE TOP PLATE W/ 16d � TO BOTTOM PLATE PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP J 1x PT NAILER AS REQ'D BOTTOM ARE REQ'D \ BOTTOM PLATE 1 1/4" WALL BRACING @ 48" 0 < CONT. #5 IN TIE BEAM (1) ROW 8d NAILS @ 3" (MIN.) ro �— 2x LEDGER TO UPPER O.C. MAX. 4� FROM Q d,.. - - O.C. WALL SHEATHING (2) 2x4 TOP PLATE i, HORIZONTAL (+/- 10) FLOUR WALL W/ > EXT. FINISH PER TO BOTTOM PLATE WALL 1/4 X 3-1/2 „ �, BRAGS NOT REQUIRED W ARCHS 2x BEARING WITH ROOF LOAD SIMPSON 6' FROM EAVES. SDS SCREW @ 16" O.C. 0 - G.M.U. WALL PER PLANlfiFf ly- F1 SECTION @ OPEN TO ABOVE BRACING @ 2 STORY FRAME WALL ell%v. °i w 1-1 /2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. 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 SFE I D02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 12 PER PLAN 2x4 CONT. VV/ (2) 12d 1 NAILS TO EACH STUD is oLj qT n 9 25ciY 2x8 #2 SYP SILL PLATE 1 1 W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W W/ MIN. 7" EMBEDMENT I & 6" FROM EACH END 1 (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. 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 SFE I D02/SD4 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" I , __! .' �! ® ✓j� o 00 !:� .°o"V . . �f c� w C) �' ; = c a z z 1 s . C (2) 2x SPF TOP S" ``' is oLj qT n 9 25ciY U) ❑�ZV) 1 1 IJ r r w 1 W Ur Q F5 - nj 1 CU CK I LL O z 1 z �� FOR MORE INFO 1 1 1 0�g� Z zDV) O 1 1 1 v 1 � I 1 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 1 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" I , __! .' �! ® ✓j� o 00 !:� .°o"V . . �f c� w C) �' ; = c a z z 1 s . C (2) 2x SPF TOP S" ``' is oLj qT n 9 25ciY U) ❑�ZV) i PLATES U.N.O. i 1 V n W (4;) 2x HEADER SEE FLOOR PLAN U) ❑�ZV) 1 1 IJ r r w 1 W Ur Q F5 - nj 1 CU CK I LL O z 1 z �� FOR MORE INFO 1 1 1 0�g� Z zDV) O 1 1 1 v 1 1 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 1 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 r 2x SPF BASE y PLATE 1 F PRE-ENGINEERED D 1 FI OOR SYSTEM 1 KNEEWAL L OR BEAM 1 (za 2x SPF Top PLATES U.N.O. I 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO4@) ALIGFI'''W/ STUDS BELOW SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 1 1 1 1 1 1 1 ' 1 2x P.T. BASE PLATE SEE REARING SCHED. FOR A.B. INFO 1 1 A 1 1 w F—Z V n W U) ❑�ZV) IJ r r w U) W Ur Q F5 - nj 1 CU CK I LL O z C, z �� 0�g� Z zDV) O I- v 1 SEE FOUND, PLAN FOR FTG. REQ. 1 1 1 = � � Z Ll- n �-. Cl) O Q E 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER z W MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q W NAILS INTO HEADER IF PORTIONS OF THIS WALL O U) QSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FL OOR SYSTEM W OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY p UNDER 2ND STORY COLUMNS, PROVIDE �- SOLID BLCOKING WITHIN FLOOR SYSTEM fiFl 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z fn O .� 0 ® 00 of Z W Z —� 0 O I— fY ❑ W 0 � Ld D ") ® e T 0 00LO O o o F' ®W� 7 LU Q0� FD Q l ❑ �' U) o - W STRUCTURAL EN(3: CFG / BAD ~ DRAFTING: U F- -STRUCT: AML U) -- - .J QC CHECK: CC f= JOB No. TM - 2151994 J��INGa 0 SCALE: AS INDICATED LLI DATE: 04/11/2016 OSD6z'®� r COPYRIGHT MCD 2014: 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.