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HomeMy WebLinkAbout270 Big Spring Ter- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: K Documented Construction Value: $t"� Job Address: fclJ "Y71v historic District: Yes ❑ No 0 Parcel ID: 27-19-30-5?b-0000- Of0 Residential Commercial ❑ Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: NEW �W--- THORNEBROOK LOT NUMBER: J— Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne Permits PermitsPermitssom 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 Fax: 407-257-69"0 City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OFCOMMENCEMENT IMAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPER'T'Y. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POS'T'ED ON THE JOB SITE BEFORE THE F'IRS'T INSPECTION. IF YOU IN'T'END 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. I+BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Perni�tAp lic tion 9'. 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 IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX � � �� � � DRAWINGS ��, V V n r I w N 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 SH EET SHEET TITLE 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 S1 STRUCTURAL NOTES PRESERVATIVE WOOD TREATER. 4, STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 2 FOUNDATION PLAN OF PRESSURE TREATED WOOD. �T PREFABRICATED WOOD TRUSSES S,3 DOWEL PLACEMENT PLAN 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 S4 FIRST FLOOR FRAMING PLAN ONLY RE UIRED ON MEM S 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 28 DAYS FORCES. 2500 PSI, A SLUMP OF 4 /o PLUS OR MINUS 1", AND HAVE 2 TO 4 AIR ENTRAINMENT, INTERIOR LOAD BEARINGWALLS ARE NOT ALWAYSDEXPOSED TO UPLIFT FORCES. S4.1 NOTES & CONNECTOR LEGEND AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF RISK CATEGORY II 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS '34.2 ROOF FRAMING PLAN CONFORMING TO ASTM A-615 GRADE 40. AND STRUCTURAL PLANS FOR MORE INFO. 5/9/2014 ' 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF ao®Sg 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 S,5 LINTEL PLAN WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE (�) VALUE DENOTES PRESSURE _ S.D 1 FOUNDATION DETAILS CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6„ .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 0 10 (+) 21.2 REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. S.DZ GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING J S D3 C GENERAL DETAILS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANSr BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 50 TRUSSES AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. �,�� GENERAL D ETAI L� 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD (2) NAILS 12" O.C. MAX & 4" FROM '4 CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF S.D5 TWO STORY DETAILS BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) GARAGE DOORS 9'-0" x 7'-0" POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. "X" 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) �± '.D6 TWO �JTO RY ETAI L�+� STORY 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) (-) 19.7 WIND PRESSURE/ T1 tiAI R ET1I L S FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) � MASTER PER BILL YOUNGMAN S REQUEST 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUNtiBER DATE DESCRIPTION 11 �� *Lij •._:` F_ LO ❑ f__- 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING. N U I N L WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF RISK CATEGORY II BUILDING TYPE V B CREATED ELEV. A B C AND ELEV A WITH BONUS PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF "1 5/9/2014 ' 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF ao®Sg (PSF) WITH MASTER 2 AND WITH BONUS & MASTER 2 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF Z =) cn W ''1 E (�) VALUE DENOTES PRESSURE AREA (SQ FT) 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 9 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 0 10 (+) 21.2 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA (-) 22.9 CREATED ELEV. C W/ BONUS - TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING J 12/18/2014 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE (-) 26.4 50 TRUSSES 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS (-) 20.8 - WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD (2) NAILS 12" O.C. MAX & 4" FROM '4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES R IR 4 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) - 22.0 GARAGE DOORS 9'-0" x 7'-0" POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. "X" (+) 18.4 REMOVED OPTIONAL MASTER SUITE 2 AND 7, REINFORCING STEEL SHALL BE LAPPED MIN. U.N.O. -TRUSS BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS (-) 20.9 (-) 19.7 WIND PRESSURE/ RE25" 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND D 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA � MASTER PER BILL YOUNGMAN S REQUEST 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -B3 SECTIONS 1, 2 AND 3 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. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING C 4/14/2015 RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS PER TB -56 LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TQ PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS& BCSI-B3. ("T" BRACING MAY BE USED I L O 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CO QTR CTO SHAL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN, 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN SCSI -B3). 14, DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND a 1/26/2016 ADDED ALTERNATE DEN OPTION CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 i BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 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.U. 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 HS32 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/in' U.N.O. Fb = 2500 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc I = 900 Fc I = 900 Fc I = 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 2" CEILINGR RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. 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 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 <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM x-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 F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/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 Q o "rj I c �- v) WIND PRESSURE & SUCTION EFFECTIVE D/ ao®Sg (PSF) WIND z Z =) cn W ''1 E (�) VALUE DENOTES PRESSURE AREA (SQ FT) z 00 Lt.. `ry ¢ (-) VALUE DENOTES SUCTION AREA C4 0 10 (+) 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 (-) 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 _. - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 a� \ 5 5 is a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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. J�ti�ING (z? ". 0 W �- ry Ul o U C) ' J!, i N zcMrn (7 Q o "rj I c �- v) Z 41 ff D/ ao®Sg O 'U z Z =) cn W ''1 E Z __ U z 00 Lt.. `ry ¢ o Z Q �aSe ®00°® ri 5'®® F- j W LO N IJoI 2 O J m Z (- 2 U U) LLQ F_ O z LrD F_ W C) J f- W W 07 z CFG / BAD U C) W Jean i N zcMrn (7 Q o "rj I c �- v) Z A D/ ao®Sg O 00 z Z =) cn W ''1 E F- >h z 00 Lt.. `ry ¢ I-- W Q Z Q �aSe ®00°® ri 5'®® F- j W LO N IJoI 2 O J m Z (- 2 z CFG / BAD LD C) W Jean ot5 N zcMrn (7 Q o "rj I c �- v) F A D/ ao®Sg U) a I- F: r z Z =) cn W ''1 E Q t- F- z 00 Lt.. `ry ¢ STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: JRH QC CHECK CC JOB No. TM - 2152264 SCALE: AS INDICATED DATE: 05/27/2016 S1 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. Lam-' 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 - \�8" 2x8 STUDS M/N ATTACH 2x STUDS TO - TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP 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 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON ---...., p 2 1/2" z 1 1/2" w N N <- `" 10d x 3" COMM( �— OVERLAP TOP PLATE 10d x 3 COMMON OPP. O AT CORNER SIDE z z I I a< I ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U o7 TOP PLATE W/ (RNER STUD < 4) 16d POCKOw/ (4) 10d NAILS ca NAILS ((2) ON EA. SIDE) 2x8 STUDS PER n TYP. AT ALL EXTERIOR � CONDITIONS FRAMING PLAN _ TOP SPLICE BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION O 2x4'5 STUD DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2x6's PLATE fi�F�0TYPICAL TOP PLATE SPLICE @ BRG. WALL fil=0 TYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" 1 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. C7 1 AT FLOOR TRUSS TOP AND BOTTOM PLATES USING (1) 3/8 S _-------- --_ —_ �� z ROW OF 8d COMMON NAILS @3"O.C. iw L� O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' = NAIL SPACING — — 6 — - rr — -11 — = IF — I� z _ ~ NAILS @ 3 O.C. II I I II II II T ROOF SHEATHING, U- „j v� 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d A N FASTEN PER PLAN II I I II II II n T O 3/4" �T/ T,� COMMON NAILS @ 3 O.C. y �z,- �, op ss WALL SHEATHING `Y I, (D Q NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — — — °/y III III II I I II EDGES 6" O.C. U.N.O.ON PLANS ° ° \ III III II II I SPLICE, SEE SPLICE s DETAIL. MAX 1/8" �5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 3/4" 2x4 FRAMING @ 24" III OPENING III I I II II SPACE BETWEEN w W COMMON NAILS @ 3" O.C. O.C. MAX. III III 4 II :E SPLICES F F _ c DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS PANELS z . © PLYWOOD SP_IG_S @ HEADER NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3 III 3 I I I II I I � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT � rY PER -ENG TRUSSES 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE r,i rrc IMM M, 7X4'5 1�lj z J n C C C U a JUL 10 2010 EDGE DISTANCE Y. PER VVIL 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 Co-) 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT IIIL TUP & BUTTOM 2x SCAB w/ 10d NAILSUND 2x STUDS BEYOND, STUD PER PLANIII11 II11 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @SHEATHING SPLICE = @ 4" O.C. NING III II I I II SEE PLAN FOR MORE i VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION O ¢ � _ _ PER -ENG TRUSSES INFO F z E- O SHEATHING & PER PLAN 2 FASCIA E 2x FASCIA BLOCKING GYPSUM WALLBOARD - x MCD PLAN JOINT, MAX. 1/8" GAP CMU WALL PER PLAN LEDGER E NAILS TO TRUSS CONNECTION (2) 8d TOENAILS 2x4 PT LEDGER W/ PER PLAN TO LEDGER NAILING PER - - 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER O.C.(2) 16d SCHEDULE O.C. PLAN NAILS @ 16" . 2x4 BLOCKING PLACED SEE ELEV. FOrl FLATWISE (2) 16d O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMCJ 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 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS � � � -� � �v � � � � � sv � � �+ � � � Y �r Y �r Y ►�I err Y Y r..r Y SEE ROOF SHEATHING, PLAN NAIL PER PLAN (2) 2x BUILT-UP COL 2x4 #2 SPF SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION Sxn SIMPSON P4 OR SP2 2x BLOCKING W/ (2) � (71 7TP PI ATt= �___ __ _ EACH END PRE-ENGINEERED CONTRACTOR MAY ELEC f TO BUCKET SHORT SPAN 2x4 #2 SYP P.T. @ EA. 1 �� 'a / TRUSS MEMBER ROOF TRUSS - SEE BEAM INTO LONG SPAN AS INDICATED ON BEAM _ 16" O.C. MAX. J co IIII I I II IIII EXTERIOR SHEAT[ II II II LAP BEAM PLYS AND M I- -- o SEE FLOOR PLAN FOR NAIL AS SHOWN (5) 10d 2x BRG WALL, SEE FOR MORE INFO _ •,�; MORE BRG. WALL INFO PLAN FOR STUD SIZE & Q) ¢ � I -- SPACING. MIN (2) 2x III 2x6 #2 SYP P.T. CONT. UNDER GIRDER TRUSS II II II HTS20 CLIP FROM �= 0 2x BLOCKING Ili-1L=_iL_LILL=1111^ I I I II IIII SIMPSON LSTA24 EACH 1J--=-1L _ SPACED EVENLY Q� o � ATTACH 2x TO 2x BRG'WALL, AFF PRE -ENG. ROOF PLAN FOR STUD SIZE & _ SPACING. MIN (2) 2x 2x6 UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING FLOOR SYSTEM 7 PLAN FOR ADDITIONAL 1 , 1 L_ O " L SIDE VIEW @ BASE OF POST ATTACHMENT BY VERTICAL — — — — — O0� BUILDER BUILDER BUILDER F1 STEP @BEARING FRAME WALL 601 HEADER @ POCKET SLIDER w/TRANSOMS02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM W F1 EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD - x MCD PLAN JOINT, MAX. 1/8" GAP CMU WALL PER PLAN LEDGER E NAILS TO TRUSS CONNECTION (2) 8d TOENAILS 2x4 PT LEDGER W/ PER PLAN TO LEDGER NAILING PER - - 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER O.C.(2) 16d SCHEDULE O.C. PLAN NAILS @ 16" . 2x4 BLOCKING PLACED SEE ELEV. FOrl FLATWISE (2) 16d O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMCJ 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 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS � � � -� � �v � � � � � sv � � �+ � � � Y �r Y �r Y ►�I err Y Y r..r Y SEE ROOF SHEATHING, PLAN NAIL PER PLAN (2) 2x BUILT-UP COL 2x4 #2 SPF SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION Sxn SIMPSON P4 OR SP2 2x BLOCKING W/ (2) � (71 7TP PI ATt= �___ __ _ EACH END PRE-ENGINEERED CONTRACTOR MAY ELEC f TO BUCKET SHORT SPAN 2x4 #2 SYP P.T. @ EA. 1 �� 'a / TRUSS MEMBER ROOF TRUSS - SEE BEAM INTO LONG SPAN AS INDICATED ON BEAM _ 16" O.C. MAX. FRAMING PLAN FOR SCHEDULE. IF BUCKET 1S INSTALLED THE SHORT SPAN SPACING INTO TRUSS & (3) 12d EACH VERTICAL EXTERIOR SHEAT[ SEE PLAN FOR LAP BEAM PLYS AND NAIL PER PLAN CONNECTION SEE FLOOR PLAN FOR NAIL AS SHOWN (5) 10d 2x BRG WALL, SEE FOR MORE INFO _ •,�; MORE BRG. WALL INFO PLAN FOR STUD SIZE & LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN _ SPACING. MIN (2) 2x 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. UNDER GIRDER TRUSS EXT. BEAM PER PLAN HTS20 CLIP FROM U.N.O. POST TO BEAM 2x BLOCKING PLAN VIEW @ TOP OF POST TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH PT POST PER PLAN _ SPACED EVENLY STUD O.C. ATTACH 2x TO 2x BRG'WALL, AFF PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x 2x6 UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" SIMPSON L STA30 W/ _ 2x12 w/ 10d X 3" NAILS (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT CORNER CONDITIONS WALL TO PRECAST STRAP AROUND a LINTEL w/ (2)ROWS OF SEE ELEV, FOR 0. H. SIZE CONDITION @ FRAME. WALL xx xx /— 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. 2x4 #2 SPF SHEATHING PER BLOCKING @ 24" O.C. NAILING SCHEDULE & w/ (2) 16d END NAILS J (4) 12d NAILS EACH EACH END TALLER STUD) � CONTRACTOR MAY ELEC f TO BUCKET SHORT SPAN 2x4 #2 SYP P.T. @ EA. 1 �� 'a / TRUSS MEMBER LINTEL PER PLAN BEAM INTO LONG SPAN AS INDICATED ON BEAM _ 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ SCHEDULE. IF BUCKET 1S INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. INTO TRUSS & (3) 12d EACH VERTICAL EXT. BEAM PER PLAN-----�_ PT POST PER PLAN LAP BEAM PLYS AND TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SEE FLOOR PLAN FOR NAIL AS SHOWN (5) 10d TRUSS LINTELS FOR MORE INFO _ •,�; MORE BRG. WALL INFO NAILS PER PLY LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN _ W/ (2) 1/4" X 31/2' SIMPS. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. - = •s EXT. BEAM PER PLAN HTS20 CLIP FROM - s w/ (2) 1/4" x 3 1/2" POST TO BEAM COMMUNITY SPECS PLAN VIEW @ TOP OF POST TAPCONS @ 12" O.C. SYP #2 LEDGER w/ 1/4" PT POST PER PLAN _ SPACED EVENLY ABU POST BASE PER O.C. ATTACH 2x TO PLAN VERTICALLY 0 BUILT-UP W/ (2) 5/8" THREADED ROD w/ 2x6 0�_ ROWS OF 10d NAILS NUT SET IN ADHESIVE ° SEE FOUNDATION , • , i� PLAN FOR ADDITIONAL 1 , 1 INFO SIDE VIEW @ BASE OF POST ATTACHMENT BY VERTICAL �C�D01 CORNER COLUMN FRAMING ATTACHMENT BY SIMPSON L STA30 W/ _ 2x12 w/ 10d X 3" NAILS (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT CORNER CONDITIONS WALL TO PRECAST STRAP AROUND a LINTEL w/ (2)ROWS OF SEE ELEV, FOR 0. H. SIZE CONDITION @ FRAME. WALL xx xx /— 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. 2x4 #2 SPF SHEATHING PER BLOCKING @ 24" O.C. NAILING SCHEDULE & w/ (2) 16d END NAILS J (4) 12d NAILS EACH EACH END TALLER STUD) � 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 1 �� 'a / TRUSS MEMBER LINTEL PER PLAN SHEATHING PER _ 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x d (2) 1/4" X 4%" SIMPS.7 TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SEE FLOOR PLAN FOR j j LINTELS TRUSS LINTELS FOR MORE INFO _ •,�; MORE BRG. WALL INFO LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN _ W/ (2) 1/4" X 31/2' SIMPS. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. - = •s U7 w/ (2) 1/4" x 3 1/2" - s w/ (2) 1/4" x 3 1/2" COMMUNITY SPECS TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SYP #2 LEDGER w/ 1/4" (2) 2x TOP PLATE _ SPACED EVENLY SPACED EVENLY O.C. ATTACH 2x TO VERTICALLY VERTICALLY BUILT-UP W/ (2) (SDO1 TYPICAL SHED ROOF DETAIL 2x6 ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY O0� BUILDER BUILDER BUILDER F1 STEP @BEARING FRAME WALL 601 HEADER @ POCKET SLIDER w/TRANSOMS02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 1/2"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" 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 H3 CLIP — !may Li li @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER SHEATHING PER PLAN 2x4 SYP #2 LEDGER. NAILING SCHEDULE & TO STUDS OR BEAM w/ (4) 12d NAILS EACH (4) 10d NAILS FOR (2) 1/4" X 4%" SIMPS.7 TRUSS MEMBER CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; EACH VERTICAL POCKET SGD TO GABLE END STUDS ATTACHMENT BY W/ (2) 1/4" X 31/2' SIMPS. 4'-0" MAX. L &504 HEADER @ POCKET SLIDER SDS SCREWS @ 16" U7 FASCIA PER O.C. MAX.; 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" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (SDO1 TYPICAL SHED ROOF DETAIL 1/2"=11_011 LEDGER @ LOW ROOF SEE TRUSS PL MORE INFO & CONNECTION 10dx3" 10- x 3" OPP. SIDE WCE PER 2x8 #2 SPF VERTICAL !may Li li @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER ^+ NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER &504 HEADER @ POCKET SLIDER 1/2"-.1 _0 1 IF W Q ❑ LO_ I` O U7 z O0� W U � W n. c.� z z W Iz O000 _j < o 4tU ro m ROOF SHEATHING, O FASTEN PER PLAN 4v / �0 Cr 7 ado 6� tea + Z 0 �'fio,�l, PRD®i® o O t➢II J 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS j EA. STUD OR TRUSS `✓ O MEMBER, TYP. (MAX. W • 24" O.C.). IF MASONRY, �rt� V USE (2) 1/4" TAPCONS f 1 a IHIpIII ' N w/ MIN. 2 EMBED. @ }--� O (,) ,,�p� rj o 24" O.C. U 4 0 � Z r F=" � TRUSS PER PLAN m P -4O j. — o W o .2 WOOD/MASONRY U z� WALL OR TRUSS, SEE LLQ O PLAN (TRUSS SHOWN) O �j Y) z Z O C O 1-1/2"=1'-0" a Lu LU U) 'may N Q ��I °g V4 c; LL �i 0 O ® Z opo�� O<goa � v 2x8 TO UNDER SIDE OF U ' <Q�k'� ROOF SHEATHING;, O Eo . W O r -Y W�_ J z z 0VN ~ 2x8 #2 SPF VERTICAL W W I-, @ 24" O.C. w/ EXT. U r n SHEATHING PER z �J NAILING SCHEDULE & 0 W (4) 12d NAILS EACH O z TRUSS MEMBER U 2x8 w/ (2) 10d NAILS @ z EACH VERTICAL u V) O IL U Uo J 0 00 11 z 0 1 W Z 0 H 0 Z ®� 0 N m o F— 0W� Lu0 w p I� I-- ❑ ly- cn �- W STRUCTURAL ENG: CFG / BAD U DRAFTING: STRUCT: JRH F- \�p1NG CIC CHECK: cc `o 0� Z JOB No. TM - 2152264 a� -- ,_ LL1 SCALE: AS INDICATED OPP P�� J DATE: 05/27/2016 rr ry rL :E 1- 3/4"=1'-0" 1 \ / 1/2"=1'-0" I #'\ 6 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. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET LINTEL AS PER PLAN LINTEL AS PER PLAN — i, WD. HD. HT. PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 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 FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT MIN 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 i30TTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROH/ (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 1 Ud A� <x1-1/2" @ 24" O.C. (USE 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 CONNECTOR NOTES NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE - SIMPSON LSTA30 TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR 16" O.C. TOP AND NO MOISTURE FRAMING PLAN FOR CONNECTIONS STRAP MAX 10° ( BARRIER (FELT PAPER ,• LOCATION & SPACING STRAP(MAX 10" PRE-ENGINEERED OR SIM) IS PROVIDED DETAIL WF10/SD4 ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER ANGLE) W/ (22) 10d O.C. FRAMING PLAN FOR PLAN FOR SIZE AND NAILS. BEND STRAP ; ' REQ'D # OF STUDS NAIL S. BEND STRAP INFO. CONNECTIONS ,. OVER TOP PLATE MIN. SIMPSON MSTAM36 DOUBLE 2x TOP PLATE OVER TOP PLATE MIN. TYPICAL TRUSS TO FRAME CONNECTION. STRAP W/ (10) 10d TO 2x BOTTOM PLATE STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER 3", THEN RUN DOWN PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT MIN 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 i30TTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROH/ (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 1 Ud A� <x1-1/2" @ 24" O.C. (USE 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 CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SFyf.F/ SP6 @ 2x6 STUDS & SIMPSON LSTA30 16" O.C. TOP AND USE SIMPSON SHEATHING PER STRAP MAX 10° ( \ SP8 @ 2x8 STUDS) STRAP(MAX 10" BOTTOM CHORDS MSTCM60 STRAP W/ DETAIL WF10/SD4 ANGLE) W/ (22) 10d \ -�.�� ANGLE) W/ (22) 10d REFER TO PLAN FOR BUILT-UP COLUMN (20) 16d SINKERS & (14) NAILS. BEND STRAP �, (2) 2x SPF TOP PLATE NAIL S. BEND STRAP INFO. 1/4" X 2-1/4" TAPCONS .: OVER TOP PLATE MIN. - U.N.O. ON PLAN OVER TOP PLATE MIN. FRAMING PLAN FOR FOR TRUSSES 20" TO 3", THEN RUN DOWN GIRDERS: BLOCK 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN ` HEADER f FLOOR PLAN FOR MIN. HEADER SYSTEM INSTALL LINTEL COURSE OR ; _ EXTERIOR SHEATHING HEADER SIZE & REQ'D KNEEWALL & PROVIDE" INTO FILLED CELL USE (1) SIMPSON LSTA30 TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4"TITENS) � STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN U.N.O. ;; FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN 2x BLOCKING FOR - FROM TOP OF WALL ABOVE PLAN U.N.O. (2) 12d @ 12" O.C. IF HEADER IS UPSET TO BOT. RIBBON, NAIL (2) 12d @ 12" O.C. PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IQ 01.7P PLAN SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d �J sf x'1-1/2" @ 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 I k flit JAMB STUDS LJ J r Q LO in t� z _O U7 z I j O Imo' E— UO a- W fY � U7❑ W n ❑ 7) z Q z BAND .JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS - LOWER: 1 O 2x SILL � 1 �- IF HEADER IS UPSET MORE INFO FLOOR GIRDER OR r AND WINDOW IS OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d �p W � FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO - S PLATE w/ (2) 10d TRUSSES TO BE P.T. IF NAILS @ 8 O.C. THEN HEADER OPENING STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1od SILL PLATE w/ (2) 1Ud HEADER OPENINGS ° BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x U_ !s� OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" L �;�,�1011111IlI uj �- OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) - SIL PLATE w/ (2) 10d ,��i� %� WIDTH 4'-0"). USE A36 2 LL PLATE TOENAILS. OPENING r' �,i a w REFER TO PLAN FOR O ., x SI PAT_ w/ A35 2 2x SIL L AT WINDOW cq er '`'a��.+� si r - REFER 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS LARGER THAN 4FT: ('2) z mea��,�� •+e®`�i "�� o BUILT-UP COLUMN 2x SILL PLATE w/ A35 O . "` d9�' U) Z INFO. SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES cD 16" O.C. (� �, c� ri� a C AT EA. _ND NAILED TO _ BEARING WALL PER STRAPS CENTERED CRIPPLES CLIPS H 116" O C. FLOOR W/ 14 10d @ THAN 6' BUT LESS T&B2)PLYWOOD ILS ,STUD PACK w/ 10d @ o a+-�r DE W/ 2X�' � � � � (� PLAN BEYOND A A ( ) _ ( NAILS @ 8' O.C. THEN SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 1 O TOENAILS �' -�,o o STUDS @ 16' O.C. T&B (PLYWOOD =_ z COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d SHEATHING REQ'D W '"j..��'" �'"�o� ,�© �•;� a � O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END a„�, ®� PER BEARING WALL FLOOR TRUSSES ARE ' T&B)� �• SCHEDULE 3 2x STUDS 20"- 26" DEEP, USE4'-0").2 r J ATTACH 2x STUDS W/ O UNDER WINDOW OF SILL (MAX OPEN G o p WIDTH USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 , CLIP AT EA. END FOR F Q ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d ��\ SINKERS & (14) 1/4" X 2 ; J THAN 4' BUT LESS NAILS ' " CALIFORNIA CORNER A -A 1/4" "TI'TENS INSTEAD. 2 -STORY WALL X \ (2) SIMPSON LSTA18 IF TITENS ARE NOT IN THAN 6' U SECTION FOR MORE (2) SIMPSON META16 \ \ STRAPS CENTERED @ ( / LINTEL COURSE OR f"' UJ 4 -1 '1'r INFO. \ FLOOR W/ (14) 10d SIMPSON LSTA30 w/ J FLOOR TRUSS TO \ \ INTO FILLED CELL USE 2x TOP &BOT. 4 REFER TO MASONRY WALL NAILS .� RIBBONS, CONT. (11) 10d TO STUDS F--1 NpRs,x„; �/, fj F N 1/4” X 1 3/4' TITENS) ABOVE PLATE U.N.O. +� FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR „ FOR FTG. EXT, SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP MASONRY WALL PER BELOW JAMBS SYSTEM IS 18" TO 36",DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ PLAN SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER S0 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR 13E 1/2" GYP BOARD OR I a a • _ fir. ..�� fir. ifi. I� TRUSS w/ 8d NAILS AT �� F � 3/4 FLOOR SHEATHING . .. .. v v v 'IF 3/4 FLOOR SHEATHING 3/4" FL OR SH ATHI 16" O.C. TOP AND ATTACHED PER SHEATHING PER ATTACHED PER SHEATHING PER ATTACHED PER BOTTOM CHORDS NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AI 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK @ 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/ SIMPSO TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END 2x4 4#2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR - AGAINST TRUSS AGAIN T R S (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWA O.C. ATTACHMENT w/ (2) W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END END 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL STUDS @ 16" RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRIG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR _ SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN ZCONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL IN GARAGE I _ (1) ROW 8d NAILS @ 3" IN GARAGE SHEATHING TO MASONRY WALL PER �' ` O.C. WALL SHEATHING MASONRY WALL PER I' BOTTOM RIBBON SIMPSON META16 Al PLAN I' TO BOTTOM PLATE PLAN - .� I . MASONRY OR MTS1, SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRIG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL. SHEATHING TO EA. RIBBON 1/8" GAP BETWEEN AT WOOD / NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU —// DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL IOR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S) CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" _ 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 4#2 SYP CONT. LEDGER 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 CBFO'1 TYPICAL BALCONY FRAMING TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z IL n - w n_ n_ W SLOPE CONTRACTOR TO ' PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB ° PERMITTED HANDRAIL BY OTHERS oEE 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 WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 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 TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 0 G oz SEE FRAMING PLAN Q q 0 FOR FLOOR CONNECTION w Q r a A1C V v FLOOR GRIDER OR BEAM p ►—j O z O u HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" Q L H 7 _j U r• H LIJ �r$� rnr-r. a 1— ❑gyri 0 'C")Q n 0 �Z� W U O LL W Z C) F= Z~ J K?n Quo g'w Oz z => W W fy W O :E z U_ N s U) 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 2x BRG WALL W/ SIMPSON SP2 @ TOP & MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4"x 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED OTHERS PLAN ISIMPSON H2.5 EA. TRUSS Z PLAN 2x BRG WALL W/ SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ 2x8's MIN. SPF #2 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MT312 MAY BE USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING WALL IS CONT. BRG ON MT312 OR LSTA'18 TO ATTACH PER NAILING �, BLOCKING BELOW. SCHEDULE2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS 3/4" FLOOR SHEATHING TOENAILS EACH END CONNECTED w/ MTS12 STRAP BETWEEN 2x BASE PLATE W/ (2) OR LSTA18 _O 12d NAILS @ 12" O.C. FLOOR TRUSS PER SHEATHING TO PLAN 2x BLOCKING W/ (2) 12d % 3/4" FLOOR SHEATHING TOENAILS EACH END / ATTACHED PER 1 OVERLAP BOTTOM NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x44-12 SYP -- BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON BASE HUC24-2 EACH END, HUC24-2 EACH END, O.C. & 3" FROM EACH USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE END _ (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 CONNECTIONS IF SHEATHING IS NOT TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4"x 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED OTHERS PLAN ISIMPSON H2.5 EA. TRUSS Z PLAN 2x BRG WALL W/ 2x4 NAILER W/ (2) SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MT312 MAY BE 2x4 STUDS @ 16" USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALT TRUSS STRAP STUDS FLOW 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 _O FRAME WALL FLOOR TRUSS PER SHEATHING TO PLAN W SEE PLAN MASONRY (SHOWN) OR WOOD WALL PER PLAN 1/2"=11-011 <6 #2 SYP CONT =DGER W/ (2) %4"x3-1/2" i DS WOOD SCREWS @ i" O.C. MAX. & 3" i .QOM EA. END - USE _ (3) SCREWS FOR 24" I SIMPSON LUS26. Ur 'RECESS LEDGER INTO - O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP _ DRAWINGS� 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER S6d NOF G.T. USE (4) SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL P PLAN EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/SD4 2x8 #2 SYP P.T. SILL PLATE w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN 7" 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING — BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END l EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE PLATE ATTACH PER — 2x4 STUDS @ 16" 2x8 #2 SYP SILL PLATE FROM EA.END 1/2" GYP. BOARD ATTACH PER NAILING SIMPSON H10A Cu_) SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO, BRACE EMBED. @ 32" O.C. & 3" 2x8 #2 SYP P.T. SILL A TO BOTTOM OF SILL 2x4 CONT. W/ (2) 12d PLATE ATTACH PER — ALL THREAD ROD 2x8 #2 SYP SILL PLATE FROM EA.END PLATE W/ 1/2" EPDXY ATTACH PER NAILING SIMPSON H2.5 EA. � TRUSS SCHEDULE W/ MIN. 7" EMBEDMENT SDS SCREW @ 16" O.C. @ 48" O.C.; SEE ` PRE-ENGINEERED — I U ANCHOR BOLT OR rr (2) 2x HEADER _O FOUNDATION DETAILS SHEATHING TO J -BOLT W/ MIN. 7" W 1>W ! FOR CONNECTION @ 1 OVERLAP BOTTOM EMBEDMENT @ 32" GEE FLOOR PLAN T U I 1 BASE W PLATE 1 1/4" (MIN.) O.C. & 3" FROM EACH 1 O FOR MORE INFO END _ 7 i 2x4 BOTTOM PLATE, (1) ROW 8d NAILS @ 3" Q IF SHEATHING IS NOT CONNECT TO DOUBLE z- O.C. WALL SHEATHING -- -- i i CONTINUOUS TO BASE TOP PLATE W/ 16d I W TO BOTTOM PLATE PLATE, SP8 TOP AND NAILS @ 6" O.C. 1x PT NAILER AS REQ'D 1 1 BOTTOM ARE REQ'D 1 CONT. #5 IN TIE BEAM 1 1 (1) ROW 8d NAILS @ 3" (2) 2x4 TOP PLATE - °' O.C. WALL SHEATHING EXT. FINISH PER TO BOTTOM PLATE 2x BEARING WALL ARCHS SHEATHING CONT. TO f- 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. C.M.U. WALL PER PLANIAF1'�\ WITH ROOF LOAD FO WALL SPLICE DETAILS F� SECTION @ OPEN TO ABOVEBRACING @ 2 STORY FRAME WALT EXTERIOR SHEATHI"'^ FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILII SCHEDULE PRE-ENGINEERED TRUSS PER PLAN LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" I % 3/4"=1'-0" EXTERIOR SHEATHING '•.. 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LU526. USE LEDGER EDGER INTO SDS WOOD SCREWS @ (LUS26-2 FOR 2PLY TRUSS. VERIFY W/ _ _ 16" O.C. MAX. & 3" I TRUSS TRUSS SHOP FROM EA. END -USE (3) DRAWINGS— SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. MAX. (AT EA. SIDE OF OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) LEDGER @ LOW ROOF 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN FROM TOP OF WALL A TO BOTTOM OF SILL 2x4 CONT. W/ (2) 12d PLATE ATTACH PER — NAILING SCHEDULE 2x8 #2 SYP SILL PLATE — ROOF SHEATHING W/%z" EPDXY ANCHOR ATTACH PER NAILING SIMPSON H2.5 EA. � TRUSS SCHEDULE W/ MIN. 7" EMBEDMENT SDS SCREW @ 16" O.C. \� PRE-ENGINEERED — I U TRUSS PER PLAN '•.. 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LU526. USE LEDGER EDGER INTO SDS WOOD SCREWS @ (LUS26-2 FOR 2PLY TRUSS. VERIFY W/ _ _ 16" O.C. MAX. & 3" I TRUSS TRUSS SHOP FROM EA. END -USE (3) DRAWINGS— SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. MAX. (AT EA. SIDE OF OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) LEDGER @ LOW ROOF 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 -r 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 FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER FILE V. 11=11-011 PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x 412 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. L3TA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/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" 12 A PER PLAN 2x4 CONT. W/ (2) 12d BOTTOM PLATE 1 1/4" NAILS TO EACH STUD (MIN.) 2x8 #2 SYP SILL PLATE - 2x LEDGER TO UPPER W/%z" EPDXY ANCHOR FLOOR WALL W/ OR J -BOLT @ 32" O.C. =_ W/ MIN. 7" EMBEDMENT SDS SCREW @ 16" O.C. & 6" FROM EACH END W (2) 2x TOP PLATE — (2) 2x HEADER SEE - MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN -r 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 FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER FILE V. 11=11-011 PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x 412 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. L3TA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/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" FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN WALL BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (T/- 100) BRACE NOT REQUIRED 6' FROM EAVES. JUL 19 2016 LIJ Q LO 0 i Z A O.S.B. TO OVERLAP PLATES U.N.O. BOTTOM PLATE 1 1/4" \ (MIN.) o - 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN WALL BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (T/- 100) BRACE NOT REQUIRED 6' FROM EAVES. JUL 19 2016 LIJ Q LO 0 i Z A PLATES U.N.O. 86 r'- zepgo'", 1'9 s_ LL o U) U Z W U rr (2) 2x HEADER _O a� r1 W 1>W ! 1 U < GEE FLOOR PLAN T U I 1 U) z O W ID... 1 O FOR MORE INFO n ' 7 i Q I z- 1 -- -- i i I W � 1 U4 U V 4Q jy, 'r i(• U) C $ u o U v� (2) 2x SPF TOP w "# D� Ltd Q 46 ye g 2 q A PLATES U.N.O. 86 r'- zepgo'", 1'9 s_ LL o fs1 U U V. 4<p (2) 2x HEADER t Q , P a� o 1>W 1 fiy� `C P 7 u GEE FLOOR PLAN T U I 1 U) z O — 1 1 O FOR MORE INFO n ' 1 I 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 I I TO ALIGN W/STUDS 1 1 BEI OW 1 1 1 1 1 1 1 1 1 1 1 1 � I I 2x SPF BASE � PLATE 1 1 PRE-ENGINEERED E p 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM 1 1 (2) 2x SPF TOP PLATES U.N.O. 1 1 1 1 1 1 (2) 2x HEADER 1 1 SEE FLOOR PLAN FOR MORE INFO 1 2x ST'UDS SEE PLAN 1 1 STUDS ABOVE ARE TO 1 1 ALIGIN W/ STUDS BELOW B 1 1 1 2x P'..T. BASE PLATE 1 1 SEE: BEARING SCHED. FOR,A.B.INFO 1 1 1 LU z (0W ❑ < 0C6piirn �ZV) v Q 0 � W LI WCUCO z F- ® � �z U � o �c X 00 o x W O SEE FOU ND. PLAN FOR FTG. REQ. 1 r WILL 7 w a O o� Q1/2" THREADED ROD SEE FEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FORPLATE TO HEADER WITH LSTA12 BENT OVER z Q MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q Ul NAILS INTO HEADER I 1 IF PORTIONS OF THIS WALL O - SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U C) KINGS # OF STUDS TO MATCH a FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER < BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM ❑ w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM-- 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 0 D 1"=1'-0" Q z{ ❑ U z Ur r _ Z J 0 I- O -� z ® �j T 0000 F_ LO I ­_ U ® W zUj 0 Fn (� l��b ❑ IZ cn 0- w STRUCTURAL ENG. CFG / BAD DRAFTING: rY F--STRUCT: JRH QC CHECK: CC Q - - -- spm GJOB No. TM - 2152264 p FW SCALE: E: AS INDICATED FnAP\ — r� w DATE: 05/27/2016 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 VVMR &ASSOCIATES, LLC is strictly prohibited ye g 2 q 2E Q �1 r'- zepgo'", 1'9 s_ LL o fs1 U U V. 4<p n t Q , P a� o 1>W fiy� `C P 7 u Q`� U T U O tiu4��1 U) z O — r� O n LU z (0W ❑ < 0C6piirn �ZV) v Q 0 � W LI WCUCO z F- ® � �z U � o �c X 00 o x W O SEE FOU ND. PLAN FOR FTG. REQ. 1 r WILL 7 w a O o� Q1/2" THREADED ROD SEE FEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP w SCHEDULE ON FLOOR PLANS FORPLATE TO HEADER WITH LSTA12 BENT OVER z Q MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q Ul NAILS INTO HEADER I 1 IF PORTIONS OF THIS WALL O - SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. U C) KINGS # OF STUDS TO MATCH a FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER < BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM ❑ w IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM-- 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 0 D 1"=1'-0" Q z{ ❑ U z Ur r _ Z J 0 I- O -� z ® �j T 0000 F_ LO I ­_ U ® W zUj 0 Fn (� l��b ❑ IZ cn 0- w STRUCTURAL ENG. CFG / BAD DRAFTING: rY F--STRUCT: JRH QC CHECK: CC Q - - -- spm GJOB No. TM - 2152264 p FW SCALE: E: AS INDICATED FnAP\ — r� w DATE: 05/27/2016 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 VVMR &ASSOCIATES, LLC is strictly prohibited