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HomeMy WebLinkAbout265 Big Spring Ter` APR 2 0 2016 12, CITY OF SANFORD BUILDING Ss FIRE PREVENTION PERMIT APPLICATION ~ Application No: �'l/ /,j 0P r Documented Construction Value: zS a Job Address: G. �-�'/ �� historic District: Yes ❑ No Parcel ID: 27-19-30- Wd -0000- I IS, 0 Residential [X� Commercial ❑ Type of Work: New ® Addition ❑ Alteration ❑ Repair ❑ Demo 11 Change of Use ❑ Move Q Description of Work: NEW 6F:P, THORNEBROOK LOT NUMIREPL 1 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphneBPermits Permits Permits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: State License No.: CBC1257462 Architect/Engineer Information Name: phone: Street: L 7Y,6 L,f Fax: T City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPER'T'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE F'IRS'T' INSPECTION. IF YOU INTEND TO OB'T'AIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Edition (2014) Florida Buildi ig Code I �i// Revised: June 30, 2015 / �� U / ��' Ll y rn t Applicatio OA5 lPPl ,� 15- —s GENERAL NOTES FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SH E ET BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S1 MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S,2 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. S,3 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION FLAN DOWEL PLACEMENT PLAN CAST IN PLACE CONCRETE�ff 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN FIRST FLOOR FRAMING PLAN PREFABRICATED WOOD TRUSSES 54.1 NOTES &CONNECTOR LEGEND ' 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, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS H AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT HANGERS. O 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 1. OMITTED REBAR (�) VALUE DENOTES PRESSURE LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL. PLAN WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED D 1FOUNDATION DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF, CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE S.D2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION SM GENERAL DETAILS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S S D4 I I S GENERAL -i D DETAILS AT EACH END SHALL BE PROVIDED. THE LATEST EDITION ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. -E 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE ! i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�± SD6 TWO STORY DETAILS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: ON LINEAR INTERPOLATION FOR THIS SITE. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE S T 1 STAIR DETAILS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) BUILDING CORNERS. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 1.53. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: -- NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) MASONRY WALL CONSTRUCTION A)FLOORS =40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUNtiBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF 0- 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) U' MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT CREATED ELEV, A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 9 5/9/2014 WITH MASTER 2 AND WITH BONUS &MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: STRUCTURAL ENG: CFG / BAD ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. oZS ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 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. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES _I �NvZP.-r+ CREATED ELEV. C W/ BONUS - TRUSSWAY 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS-ADDIT'L BRACING & BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 13 12/18/2014 Ft = 1500 Ft = 1700 Ft = 1500 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING W Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 TRUSSES -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK Fc j - 900 Fc j - 900 Fc I = 450 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 1 /29/2015 CREATED ELEV. BSTD -TRUSSWAY TRUSSES LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP &BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 J WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. CEILING CONSTRUCTION TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL REMOVED OPTIONAL MASTER SUITE Z AND 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA.1/30/2015 CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 LLl OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM $. NOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND r OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDEDCONNECTIONS: 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 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 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 BCSI-133 SECTIONS 1, 2 AND 3 Vis" 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/411 TO + 1/2' -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING U 4/14/2015 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 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY t. 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 __-- 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. 7 1/8/2016 ADDED A/C CHASE_ TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RE�,�PONSIBILITY'OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN, 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI 63). + CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI .318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND S 1 /26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. 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) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3 DESIGN PRESSURES 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, WIND SPEED (ALLOWABLE) 108 mph SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL BUILDING TYPE V B 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS H STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. O SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED FIELD REPAIR NOTES WIND REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -.JOINTED 1. OMITTED REBAR (�) VALUE DENOTES PRESSURE LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR 02'. .: CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW (4 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED (+) 21.2 WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO (-) 22.9 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE (+) 20.2 SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING (-) 22.0 AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). (+) 19.0 BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION (-) 20.8 NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT (+) 18.0 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (-) 19.8 (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. 9'-0" x 7'-0" SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION (+) 18.4 DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE (-) 20.9 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) WIND PRESSURE/ CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION 5 5 HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5.OMITTED J -BOLT ON LINEAR INTERPOLATION FOR THIS SITE. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. BUILDING CORNERS. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" WITH THE LOWER EFFECTIVE AREAS. CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS WIND -BOURNE DEBRIS AREA. OPENING PROTECTION GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 0- 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) U' MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG LJ '10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 STRUCTURAL ENG: CFG / BAD ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. oZS ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL DRAFTING: VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. Z COLUMNS BEAMS STUD CELLS PER PLAN. 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. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES _I �NvZP.-r+ IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -STRUCT: Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. U)a�zv��� z Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL W Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fc j - 900 Fc j - 900 Fc I = 450 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. Z Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS J WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. F- CEILING CONSTRUCTION TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 1. USE 1/2" CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESS CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 LLl SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE r OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDEDCONNECTIONS: U) 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. Vis" 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMMITIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, z SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY t. UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. __-- 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. 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 H WIND PRESSURE & SUCTION EFFECTIVE O Q (PSF) WIND CJ W 1 (�) VALUE DENOTES PRESSURE AREA (SQ FT) s 02'. .: (- VALUE DENOTES SUCTION AREA (4 �5) 10 (+) 21.2 (+) 21.2 S1i- (-) 22.9 (-) 28.3 I- (+) 20.2 (F) 20.2 20 (-) 22.0 (-) 26.4 U (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 Q (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" - 16'-0" x 7'-0" W Z O (+) 18.4 (+)17.7 S (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 �Fa .. 4 a 5 5 OI-- 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 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 J '•»179►�" LLI LO 6 Lu- 0.r,✓�aefaaaew$ ,e0i11fltloll�� 3 p ��? '~taR a J w H z TM - 2151993 O Q ® Lo 11 CJ W 1 � U s 02'. .: N ❑ --a } Q U-1 S1i- r-- i o x�'o z _j J '•»179►�" 1_1 .- 4 CC Q H z TM - 2151993 O ® Lo 11 CJ AS INDICATED � [L(y) G s w 4'0 H IGtrtil �I�! °;u N O U U I„ t e)rl� o Q U-1 S1i- r-- i o x�'o z I- D' W ' U W ® W LO Q 0 X00® now W Z O � S W OI-- 0 _ j Z O � o U Q �0X Lil U) W d W U 0- U' U 0J�p� LJ r n H STRUCTURAL ENG: CFG / BAD Z,4) oZS z L U DRAFTING: _jU Z ( 00(y c opayi z O _I �NvZP.-r+ p -STRUCT: JRH U)a�zv��� z 4 �`j10- z�xI J = W I—Q X6 ox" Z ce- H J 0 U F- F_ 0 LLl o (_5 U) z 1_1 .- z CC Q H z TM - 2151993 O ® Lo 11 ❑ AS INDICATED � r 04/14/2016 W U-1 S1i- z J 0 I- ❑ W ® W LO Q X00® � S OI-- 0 _ j Z � o U �0X W d ❑ cn 0- W W H STRUCTURAL ENG: CFG / BAD - - U DRAFTING: I- -STRUCT: JRH QC CHECK: CC Q H JOB No. TM - 2151993 Z W SCALE: AS INDICATED W DATE: 04/14/2016 W S1i- NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. 'fYP. + ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS BOTTOM SPLICE OVER STUD 0 PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d 2 ROWS 10d @ 3" O.C. 2x4 STUDS PER FRAMING PLAN DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 1 OP PLATE ATTACH W/ ATTACH PER NAILING NAILS TYP. TOP &BOT. - (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) j u DOUBLE 10d @ 3" O.C. DETAIL 10d x 3' COMMON ❑ 10d x w TOP SPLICE U \. ❑ 2 1/2" Q Alz I u w \ w 1 1/2" w N 2 1/4" z N i z 2 ❑ 2x4 BEYOND AGAINST 8' N U N Q 2x8 STUDS M��l! N r N w W c n 10d x 3" COMMON � - i� n TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. ��•� C ATTACH 2x STUDS TO ��. I - i F \ NAILS ((2) ON EA. SIDE) AT CORNER SIDE C� c x �.. � z z I w O ��� TYP. AT ALL EXTERIOR cD z 10d x 3" OPP. SIDE s CONDITIONS NAIL BOTTOM PLATE I I I I E I 1 z u TO CORNER STUD s - `n U PACK w/ (4) 10d NAILS °O r 2x8 STUDS PER FRAMING PLAN 10d x 3" COMMON i C DISTANCE PER TOP SPLICE OPP. SIDE DETAIL C TOP PLATE CORNER TRANSITION (z) 2x4's (2) 2x6's (2) 2x8',; INSIDE PLY NAILS NAILED AT 8" o/c "- DOUBLE 2x8 TOP TOP PLATE TRANSITION PLATE(2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's 1: TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL- a (3+) 2x COLUMN C 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHINGO 3/8 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND SHEATHING PER PLAN BEYOND 72 INSTALLED VERTICALLY. AT FLOOR TRUSS TOP AND BOTTOM PLATES USING (1) � z c ROW OF 8d COMMON NAILS @ 3" O.C. 0ROOF SHEATHING, r Ir - - - - - FF - A -' - TF- Ir- z J I 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A'= NAIL SPACING FASTEN PER PLAN 6 I I II II 11 a T- � w NAILS @ 3" O.C. °I 201E SC -1 OV SC /� ROOF SHEATHING, II I 111 177 I 1 1 - 11 - II - II F SHEATHING, a z t- COMMON NAILS @ 3NG M0 CR w/ (2) ROWS OF 8d A 3/4" �<�NCT� R(� FASOTEN PER AN 2�<<cgo�TO / FASTEN PER PLAN O 'S T R s L -I- - JI- � coU (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL - - - O III 11 I II I1 T 1 WALL SHEATHING O = EDGES 6" O.C. U.N.O. ON PLANS ti y0F y XI - SPLICE, SEE SPLICE 2x4 FRAMING @ 24" C III III II II I A _ III 11 I II 11 I1 DETAIL. MAX 1/8" 0 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 3/4" 2x4 FRAMING @ 24'" O.C. MAX. ------------ OPENING SPACE BETWEEN �J'J COMMON NAILS @ 3" O.C. III III I 4 II PANELS DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" 2x4 #2 SYP CONT, w/ (2) s + © PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO 16d COMMON NAILS 111 3 II I 11 I1 HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT � EXTERIOR SHEATHING i EA. STUD OR TRUSS NAILS AT JOINT MEMBER, TYP. (MAX. I11 TYP. III 11 II 11 Z) p TOP & BOTTOM PER -ENG TRUSSES _ a 2x SCAB w/ 10d NAIL S U_ o STUD PER PLAN A 24" O.C.). IF MASONRY, 111 OPENING 11 I II II 11 2x STUD, BEYOND, ry O (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, - - @ 4" O.C. USE (2) 1/4" TAPCONS 111 III If II 11 SEE PLAN FOR MORE o Q v VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION - .- INFO �J z I-- O PER -ENG TRUSSES w/ MIN. 2" EMBED. @ C III -j 1— — -ll— III II II I w = SHEATHING & IIII I I II IIII II II II M F o IIII I I II IIII II II II o'T ° 0 ISL=_IL AILL=A JL=_II_ o� - -------------- WO 11 0 FLOOrR SYSTEM OO CUT TO FIT 1 2x BOTTOM PLATE OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM *F�lEXTERIOR SHEATHING SCHEDULE 3/A11=11-011 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 -rHE THICKNESS OF THE LAST LAMINATION BOTTOM PLATE w/ 4 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) O 4) TOLERANCES ALL DIMENSION TO BE HELD WITHIN F/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 2 1/2" EDGE ni rrt ir,c in, 7X4 'S EDGE DISTANCE PER PjVIL PRE-ENGINEERED — ROOFTRUSS-SEE FRAMING PLAN FOR SPACING SEE PLAN FOR -� CONNECTION 2x BRG WALL, SEE — PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING — SIMPSON LSTA24 EACH STUD BLOCKING GYPSUM WALLBOARD PER PLAN 2x FASCIA PER PLAN 2x FASCIA TO GABLE END STUDS w/ 24" O.C. L JOINT, MAX. 1/8" GAP CMU WALL PER PLAN (2) 8d TOE NAILS TO LEDGER TRUSS CONNECTION (2) 8d TOE NAILS f� SCREWS @ 16" O.C. ❑ NAILING PER 2x4 PT LEDGER W/ - PER PLAN TO LEDGER TO MASONRY w/ 2x6 PT TRUSS PER PLAN a (4) 10d NAILS FOR 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ 2 16d O 12 1/4" x 2 3/4" TAPCONS AT 1 SCHEDULE - 0•C• PLAN NAILS @ 16" O.C. PLAN a 2x4 BLOCKING PLACED SEE ELEV. FOR 5/8" THREADED ROD w/ 7SEEEV. FORWOOD/MASONRY rw FLATWISE (2) 16d O.H. SIZE. 4'-0" Max SIZE NAILS EACH END WALL OR TRUSS, SEE SHEATHING SPLICE DETAIL CONDITION a� CMU WALL C®NDITION �RA� Wi�� @ PLAN (TRUSSSHOWN) C U. C Z 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 OVERHANGv DO2 LEDGER @LOW ROOF O REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS C OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS3/4 =1 -0 1-1/2"=1'-0" a SEE ROOF SHEATHING, LL f PLAN NAIL PER PLAN 2x4 #2 SPF ;= I (2) 2x BUILT-UP COL. — a DOUBLE TOP PLATE SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR — BLOCKING @ 24" O.C. L MORE INFO & MORE INFO & SIMPSON SP4 OR SP2 2x BLOCKING W/ 2 CONNECTION CONNECTION w/ (2) 16d END NAILS I- O O _x TOP PLATE EACH END U @ EACH STUD 12d NAILS @ EACH END - � 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO SIMPSON LSTA30 W/ ( 2x12 w/ 10d X 3 NAILS 22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT CORNER CONDITIONS WALL TO PRECAST EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF -i X xx ❑ � a 2x8 #2 SPF VERTICAL (a7 24" O.C. w/ EXT. 2x4 #2 SPF C SHEATHING PER BLOCKING CO) 24" O.C. z0 0 NAILING SCHEDULE & w/ (2) 16d END NAILS J (4) 12d NAILS EACH EACH END / NAIL PER PLAN TALLER STUD) w� TRUSS MEMBER _ = / SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF a v� 1/4 x 4' TAPCONS @ 2x4 #2 SYP P.T. @ EA.MORE INFO & 4 ROOF SHEATHING 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTIONT I v STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL "" 4 S TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL h I TRANSOM BETWEEN SEE FLOOR PLAN FOR I I LINTELS TRUSS FOR MORE INFO MORE BRG. WALL INFO LINTELS 8 #2 SPF VERTICAL r LINTEL PER PLAN � � SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2xL INTEL PER PLAN 2x8 #2 SPF VERTICAL 24" O.C. w/ EXT. I @ 24" O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 24 #2 SYP P.T. CONT. W/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER � (2) 2x TOP PLATE TAPCONS @ 12" O.C. - TAPCONS @ 12" O.C. NAILING SCHEDULE & NAILING SCHEDULE & r� SPACED EVENLY SPACED EVENLY (4) 12d NAILS EACH - (4) 12d NAILS EACH n' ATTACH 2x TO VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER 0 2x BRu vvHLL, 5tt PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 0 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ z SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. 2) EA. 2x6 POCKET SGD 2x8 w/ (2) 10d NAILS @ 2x8 w/ 2 10d NAILS z () @ EACH VERTICAL POCKET SGD POCKET SGD ❑ UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY EACH VERTICAL EACH VERTICAL i U.N.O. CONNECTION BUILDER VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER ATTACHMENT BY 0 BUILDER BUILDER O n z KF:1��SECTION @ DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM 16Sn3 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER z 3/4"=V-0.. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO O BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/z" p SCHEDULE, IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ i STRAP IS NOT REQUIRED. 16" O C MAX ' EXT. BEAM PER PLF "' LAP BEAM PLYS AN NAIL AS SHOWN (5) NAILS PER PLY CO ISEE PLAN TO GABLE END STUDS w/ LU -T - PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS F f� SCREWS @ 16" O.C. ❑ PLAN VIEW TOP OF POST 1 MAX.; -----`--- z TO MASONRY w/ 2x6 PT TO STUDS OR BEAM w/ (4) 10d NAILS FOR SYP #2 LEDGER w/ (2) X xx ❑ � a 2x8 #2 SPF VERTICAL (a7 24" O.C. w/ EXT. 2x4 #2 SPF C SHEATHING PER BLOCKING CO) 24" O.C. z0 0 NAILING SCHEDULE & w/ (2) 16d END NAILS J (4) 12d NAILS EACH EACH END / NAIL PER PLAN TALLER STUD) w� TRUSS MEMBER _ = / SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF a v� 1/4 x 4' TAPCONS @ 2x4 #2 SYP P.T. @ EA.MORE INFO & 4 ROOF SHEATHING 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTIONT I v STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL "" 4 S TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL h I TRANSOM BETWEEN SEE FLOOR PLAN FOR I I LINTELS TRUSS FOR MORE INFO MORE BRG. WALL INFO LINTELS 8 #2 SPF VERTICAL r LINTEL PER PLAN � � SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2xL INTEL PER PLAN 2x8 #2 SPF VERTICAL 24" O.C. w/ EXT. I @ 24" O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 24 #2 SYP P.T. CONT. W/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER � (2) 2x TOP PLATE TAPCONS @ 12" O.C. - TAPCONS @ 12" O.C. NAILING SCHEDULE & NAILING SCHEDULE & r� SPACED EVENLY SPACED EVENLY (4) 12d NAILS EACH - (4) 12d NAILS EACH n' ATTACH 2x TO VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER 0 2x BRu vvHLL, 5tt PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 0 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ z SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. 2) EA. 2x6 POCKET SGD 2x8 w/ (2) 10d NAILS @ 2x8 w/ 2 10d NAILS z () @ EACH VERTICAL POCKET SGD POCKET SGD ❑ UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY EACH VERTICAL EACH VERTICAL i U.N.O. CONNECTION BUILDER VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER ATTACHMENT BY 0 BUILDER BUILDER O n z KF:1��SECTION @ DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM 16Sn3 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER z 3/4"=V-0.. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO O BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/z" p SCHEDULE, IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ i STRAP IS NOT REQUIRED. 16" O C MAX ' EXT. BEAM PER PLF "' LAP BEAM PLYS AN NAIL AS SHOWN (5) NAILS PER PLY HTS20 CLIP FROM --� CO ISEE PLAN TO GABLE END STUDS w/ LU -T - PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SDS F f� SCREWS @ 16" O.C. ❑ PLAN VIEW TOP OF POST 1 MAX.; -----`--- z TO MASONRY w/ 2x6 PT TO STUDS OR BEAM w/ (4) 10d NAILS FOR SYP #2 LEDGER w/ (2) PT POST PER PLAN EXT. BEAM PER PLAN 12 1/4" x 2 3/4" TAPCONS AT 1 ABU POST BASE PER 12" O.C. l PLAN O HTS20 CLIP FROM --� CO ISEE PLAN POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN � PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. - -----`--- z TO STUDS OR BEAM w/ (4) 10d NAILS FOR PT POST PER PLAN (2) 1/4" X 4%" SIMPS.7 CONV. FRAMED u ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS rw NUT SET IN ADHESIVE w/ (2) 1/4" X 31/2' SIMPS.I 4'-0" Max v. U SIDE VIEW @ BASE OF POST SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" O.C. ROOF TRUSSES @ 24" O.C. MAX. a z SIMPSON H3 CLIP DESIGNED FOR 0 C� ❑ F ISHINGLE ONLY 1 CORNER CO_U�"a/IN FRAMINGF DETAIL _� r3D01TYPICAL SHED ROOF D_TAI_ SAl'JFOO r OE,p CsL 1-011 a � ARS COPYRIGHT 4: 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. CO W � Q i Z j O 0 LLI i U Q ❑ W I Z ' Q Z LU rY r- filet," 'fe,� yyyyaeay@� U1 r ww�R n e0o +dam. 000 J �! a (q �' oCPU =: c. i (D U Q ,-a �«. ❑ 14 0 !_L U v CD VT z C,? o' a` W ��. jo um W iD U W� 6) N W (� E5c ® z V)a�0w') w ®go O gQy�j��F U Uj; W IJ EL at -I L Q I-- W 2 i- e (D ) LU IJ C� OA z ® to r� 0 Z�® ®w0 I-- ®u�J z f U M ® 0 Q F- n STRUCTURAL ENG: CFG / BAD -STRuc,r: JRH QC CHECK: CC JOB No. TM - 2151993 _ SCALE: AS INDICATED DATE: 04/14/2016-- ` SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES gL BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG PRE-ENGINEERED INFO _ WINDOW AS ROOF TRUSS - SEE SCHEDULED NO MOISTURE EXTERIOR FINISH PER PLAN FRAMING PLAN FOR MID -SPAN BLOCKING - U.N.O. LOCATION & SPACING INSULATION PER PLAN SEE DETAILS WS10, OR SIM) IS PROVIDED. -- WS11 OR WS13 FOR ROOF TRUSSES AT 24" ADDITIONAL MASONRY WALL INFORMATION THIS O.C.PLAN SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE (2) 16d NAILS @ 6" O.C. BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING OIL ; SEE PLAN LINTEL AS PER PLAN CONNECTIONS LINTEL AS PER PLAN FA WD. HD. HT. ' • SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN7. —` VERT REINF. BEYOND - .I MASONRY WALL PER ,a PLAN .. FIN. FLR. - GRADE DBL. TOP PLATE 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE I►®nil®:.•�:.�:T►1 2x BOTTOM PLATE w/ (2) 12d AT 12" U.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi TRUSS STRAP =15EE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ 11 1 O TO PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEiN 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 i1AVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO T',RANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 FUSyF x1-1/2" @ 24" O.C. (USE BAILING SCHEDULE Fr SP6 @ 2x6 STUDS & SIMPSON LSTA30 STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10- 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 ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 Od NAILS. BEND STRAP /— (2) 2x SPF TOP PLATE NAILS. BEND STRAP OVER TOP PLATE MIN. 7 U.N.O. ON PLAN OVER TOP PLATE MIN. 3", THEN RUN DOWN 3", THEN RUN DOWN FACE OF JAMB STUDS/ HFADFR - SFF 2ND FACE OF JAMB STUDS/ HEADER l FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING HEADER SIZF & RFQ'D FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING STUDS ABOVE PLATE W �- FLOOR TRUSS SEE TO BOT. RIBBON, NAIL c c FRAMING PLAN FOR PER PLAN IF HEADER IS FROM TOP OF WALL U.N.O. CONNECTION INFO,. (2) 2x SILL AT WINDOW AND WINDOW IS PEER PLAN IBBON, NAIL SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS YNC Lij 17- < �- ❑ r" � NOTE: ALL FLOOR I.ATTACH 2x STUDS W/ PRE-ENGINEERED 1 TRUSSES TO BE P.T. IF ) ROOF TRUSS - SEE 1 NO MOISTURE FLOOR w/ (14) 1 Od FRAMING PLAN FOR 1 BARRIER (FELT PAPER • - LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED. -- — ROOF TRUSSES AT 24" TRUSS STRAP - SEE MASONRY WALL STRUCTURAL COL PER O.C.PLAN FRAMING PLAN FOR FOR SIZE AND (2) 16d NAILS @ 6" O.C. � ; REQ'D # OF STUDS ATTACH PER NAILING CONNECTIONS AND WINDOW IS m W n SIMPSON MSTAM36 ' • DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEF STANDARD 2-1/4" TITEN SCREWS TOENAILS. EXT. ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. MASONRY WALL PER NAILING SCHEDULE W USE SIMPSON , MSTCM60 STRAP W/ ' SYSTEM IS 18" TO 36" DEEP REFER TO PLAN FOR (20) 16d SINKERS & (14) BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS •� - INFO. FOR TRUSSES 20" TO 26" DEEP � STOPPING MATERIALS MIN THICKNESSSHALL PRE -ENG. FLOOR (IF TITENS ARE NOT IN SO 2nd FLOOR CORNER FRAMING ATTACHMENT SYSTEM - IF NO FLOOR LINTEL COURSE OR ; SYSTEM INSTALL INTO FILLED CELL USE 15/32" OR 7/16" OSB. KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) SOLID BLOCKING U.N.O. FLOOR TRUSS PER UNDER COLUMN TRUSS w/ 8d NAILS AT 16" U.C. TOP AND TOENAILS. EXT. 0 HEADER OPENINGS LL ABOVE 3/4" FLOOR SHEATHING ATTACHED PER SHEATHING PER PAN BOTTOM CHORDS PROVIDE SOLID DETAIL WF10/SD4 NAILING SCHEDULE BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN 2x STUDS ,SEE MORE INFO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO TRUSSES TO BE P.T. IF FRAMING PLAN FOR NO MOISTURE fi—s-ATYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER GIRDERS: BLOCK @ 48" O.C. W/ (2) 12d OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS TOENAILS EACH END BUILT-UP COLUMN SEE PLAN FOR MORE AND SEE ARCH PLAN SYS. 42 FLOOR INFO. AND SEE ARCH PLAN RIBBONS w/ SIMPSON BEARING WALL PER PLAN BEYOND A A COLUMNS SEE FLOOR FRAMING 2x4 #2 SYP ANGLE AGAINST TRUSS PLAN FOR FLOOR 2x BOTTOM PLATE W/ (MAX) MID -HEIGHT BLOCKING SYSTEM INFO. 2x BOTTOM PLATE W/ 2x BLOCKING FOR — PER BEARING WALL VERTICAL @ 48" O.C, VICA V T A TRUSS STRAP =15EE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ 11 1 O TO PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEiN 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 i1AVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO T',RANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 FUSyF x1-1/2" @ 24" O.C. (USE BAILING SCHEDULE Fr SP6 @ 2x6 STUDS & SIMPSON LSTA30 STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10- 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 ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 Od NAILS. BEND STRAP /— (2) 2x SPF TOP PLATE NAILS. BEND STRAP OVER TOP PLATE MIN. 7 U.N.O. ON PLAN OVER TOP PLATE MIN. 3", THEN RUN DOWN 3", THEN RUN DOWN FACE OF JAMB STUDS/ HFADFR - SFF 2ND FACE OF JAMB STUDS/ HEADER l FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING HEADER SIZF & RFQ'D FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING STUDS ABOVE PLATE W �- FLOOR TRUSS SEE TO BOT. RIBBON, NAIL c c FRAMING PLAN FOR PER PLAN IF HEADER IS FROM TOP OF WALL U.N.O. CONNECTION INFO,. (2) 2x SILL AT WINDOW AND WINDOW IS PEER PLAN IBBON, NAIL SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS YNC Lij 17- < �- ❑ r" � z I.ATTACH 2x STUDS W/ 1/2" DIA. THREADED 1 O ) STRAPS CENTERED @ 1 COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od L--- IF HEADER IS UPSET J 1 r) �� (2) SIMPSON LSTA18 - SECTION FOR MORE INFO. (2) SIMPSON META16 ----- -- -- — Z W MASONRY WALL BEAM; SEE PLAN O SO HEADER CONNECTION 2nd FLOOR PLATE w/ (2) 1 Od (2) 16d NAILS @ 6" O.C. � INFORMATION EXT. SHEATHING FLUSH W/ ATTACH PER NAILING 1/8" GAP BETWEEN AND WINDOW IS m W n W STUD PACK w/ 1 O NOTE: IF WOOD WALL OR TOENAILS. EXT. Ij MASONRY WALL PER W 0- FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 STOPPING AT 1000 SQ z NAILS @ 8" O.C. THEN - FT MAX: DRAFT HEADER OPENINGS STOPPING MATERIALS MIN THICKNESSSHALL PLATE w/ (2) ❑ < SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR z 3/4"=1'-0"3/4"=1'-0" FLOOR GIRDER OR w/ w/ 2x CRIPPLE STUDS I.ATTACH 2x STUDS W/ 1/2" DIA. THREADED LOWER: (1) 2x SILL (2) 16d NAILS @ 6" O.C. ) STRAPS CENTERED @ 1 COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od L--- IF HEADER IS UPSET J 2 -STORY WALL NAILS �� (2) SIMPSON LSTA18 - SECTION FOR MORE INFO. (2) SIMPSON META16 ----- -- -- — -- MASONRY WALL BEAM; SEE PLAN AT EA. END NAIL ED TO SO HEADER CONNECTION 2nd FLOOR PLATE w/ (2) 1 Od (2) 16d NAILS @ 6" O.C. (3) 2x STUD PACK INFORMATION EXT. SHEATHING FLUSH W/ ATTACH PER NAILING 1/8" GAP BETWEEN AND WINDOW IS m W r SHEATHING AND STUD PACK w/ 1 O NOTE: IF WOOD WALL OR TOENAILS. EXT. MASONRY WALL PER SIMPSON MSTC40 W/ (36) 1OdILL Q FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 STOPPING AT 1000 SQ NAILS @ 8" O.C. THEN - FT MAX: DRAFT HEADER OPENINGS STOPPING MATERIALS MIN THICKNESSSHALL PLATE w/ (2) ❑ @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0"3/4"=1'-0" 15/32" OR 7/16" OSB. TYPICAL GIRDER COL. HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d LESS THAN 4FT:(1) 2x _ SILL PATE w/ (2) 1 O TRUSS w/ 8d NAILS AT 16" U.C. TOP AND TOENAILS. EXT. 0 HEADER OPENINGS LL SHEATHING PER 3/4" FLOOR SHEATHING ATTACHED PER (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 1 Od NAILS SCHEDULE FACE OF III—I ; a.'� ':. •'..: I.ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od ' 2 -STORY WALL NAILS �� (2) SIMPSON LSTA18 - SECTION FOR MORE INFO. (2) SIMPSON META16 \\ STRAPS CENTERED @ FLOOR W/ (14) 10d ATTACH 2x STUDS W/ FLOOR TRUSS TO REFER TO MASONRY WALL NAILS FOUNDATION PLAN SO HEADER CONNECTION 2nd FLOOR FOR FTG. (2) 16d NAILS @ 6" O.C. (3) 2x STUD PACK INFORMATION EXT. SHEATHING FLUSH W/ ATTACH PER NAILING (3) 2x STUDS RNIA CORNER A -A (4) 2x S"fUDS STANDARD CORNER A -A TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x '� 3/4'-1 -0 SILL PLATE w/ (2) 10d �� ' ®�0io�139gr////It OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) co WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING��0/,.✓ r - CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW O G �,. w/ 2x CRIPPLE STUDS LARGER THAN 4FT: 2 ®0® +®4o++�f�°r, Q o OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 q 4 �� �� z THAN 4'BUT LESS w/ 2 10d TOENAILS `O pO STUD PACK w/ 10d CLIPS TACH SIDE w/ 2xz U� • r-.� U_ THAN 6' r&B PLYWUUD CRIPPLES Ca) 16" O.C.r° �!a w -� ( NAILS @ 8" O.C. THEN - ° < SIMPS. MSTAM36 w/ — SHEATHING REQ'D w/ (2) 10d TOENAILS 0� o O° z d 1 O STUUo @ 16 O.C. �- (7) 1 O NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD o m �Q x 2 1/4" TITENS; IF SEPARATE SHEATHING "FOE NAILS AT EA. END �, T&B) SHEATHING REQ'D �, ++°+++++®°+°+ �� O FLOOR TRUSSES ARE - UNDER WINDOW OF SILL (MAX OPEN'G ti' O 20"- 26" DEEP, USE4'-0"). O /' QR®ve WIDTH 4-0 ). USE A35 \.. SIMPS. MSTCM60CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER SINKERS &(14)1/4" X 2 THAN 4BUT LESS s F- 1/4" TITENS INSTEAD. THAN 6' (IF TITENS ARE NOT IN O LINTEL COURSE OR �'—„ J .1-11 T. LU SIMPoON L�TA30 w/ J t 2x TOP & BOT. INTO FILLED CELL USE IL RIBBONS, CONT. ( 11 10d TO STUDS 1/4" X 1 3/4" TITENS) ) 5 .. ABOVE PLATE U.N.O.`y III—I ; a.'� ':. •'..: MASONRY ATTACHEDSCHEDULE NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED a IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN PER NAILING - CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING ATTACH 2x STUDS W/ REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE SCHEDULE; PROVIDE SO HEADER CONNECTION 2nd FLOOR 3/4"=1'-0" (2) 16d NAILS @ 6" O.C. 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 STOPPING AT 1000 SQ SINKERS AND (14) %4"X2 %4" TITENS TO MASONRY FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESSSHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0"3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" U.C. TOP AND 3/4" FLOOR SHEATHING ATTACHED PER SHEATHING PER 3/4" FLOOR SHEATHING ATTACHED PER SHEATHING PER 3/4" FLOOR SH ATHIN ATTACHED PER BOTTOM CHORDS NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE DETAIL WF10/SD4 NAILING SCHEDULE - 2x STUDS ,SEE 2x STUDS , SEE UNDER WINDOWS AN[ 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/ SIMPSON TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END 2x4 #2 SYP ANGLE AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR — VERTICAL @ 48" O.C, VICA V T A (2) 12d cr 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALI ATTACHMENT w/ (2) 1� NAILS EACH END - PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 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 @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO (t 1/2" GYP. CLG BD OR _ SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN CONNECTION (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 '.�' BOTTOM RIBBON SIMPSON META16 AT PLAN I TO BOTTOM PLATE PLAN I ' MASONRY OR MT312 AT WOOD (3) 2x STUDS RNIA CORNER A -A (4) 2x S"fUDS STANDARD CORNER A -A TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x '� 3/4'-1 -0 SILL PLATE w/ (2) 10d �� ' ®�0io�139gr////It OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) co WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING��0/,.✓ r - CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x (2) 2x SILL AT WINDOW O G �,. w/ 2x CRIPPLE STUDS LARGER THAN 4FT: 2 ®0® +®4o++�f�°r, Q o OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE w/ A35 q 4 �� �� z THAN 4'BUT LESS w/ 2 10d TOENAILS `O pO STUD PACK w/ 10d CLIPS TACH SIDE w/ 2xz U� • r-.� U_ THAN 6' r&B PLYWUUD CRIPPLES Ca) 16" O.C.r° �!a w -� ( NAILS @ 8" O.C. THEN - ° < SIMPS. MSTAM36 w/ — SHEATHING REQ'D w/ (2) 10d TOENAILS 0� o O° z d 1 O STUUo @ 16 O.C. �- (7) 1 O NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD o m �Q x 2 1/4" TITENS; IF SEPARATE SHEATHING "FOE NAILS AT EA. END �, T&B) SHEATHING REQ'D �, ++°+++++®°+°+ �� O FLOOR TRUSSES ARE - UNDER WINDOW OF SILL (MAX OPEN'G ti' O 20"- 26" DEEP, USE4'-0"). O /' QR®ve WIDTH 4-0 ). USE A35 \.. SIMPS. MSTCM60CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER SINKERS &(14)1/4" X 2 THAN 4BUT LESS s F- 1/4" TITENS INSTEAD. THAN 6' (IF TITENS ARE NOT IN O LINTEL COURSE OR �'—„ J .1-11 T. LU SIMPoON L�TA30 w/ J t 2x TOP & BOT. INTO FILLED CELL USE IL RIBBONS, CONT. ( 11 10d TO STUDS 1/4" X 1 3/4" TITENS) ) 5 .. ABOVE PLATE U.N.O.`y SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" U.C. TYP. WALL SHEATHING TO EA. RIBBON 1/8 GAP BETWEEN SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDEDKNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION Sl TWO STORY PERP. FLOOR CONNECTION CANTILEVERED FLOOR TRUSS CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON L9TA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #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 (BF'Ol TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED a_ w a n J SLOPE / - CONTRACTOR TO I PROVIDE ADEQUATE WATERPROOFING. NO .'I. CONCRTE SAB PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING NOTE: ALL FLOOR, TRUSSES TO BE P.T. IF •' NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED a IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN FRAMING PAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR - CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION 2nd FLOOR 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" U.C. TYP. WALL SHEATHING TO EA. RIBBON 1/8 GAP BETWEEN SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDEDKNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION Sl TWO STORY PERP. FLOOR CONNECTION CANTILEVERED FLOOR TRUSS CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON L9TA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #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 (BF'Ol TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED a_ w a n J SLOPE / - CONTRACTOR TO I PROVIDE ADEQUATE WATERPROOFING. NO .'I. CONCRTE SAB PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING 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 "f0 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" C -1z- r� I� ".., SEE FRAMING PLAN -< FOR FLOOR CONNECTION I j t�`S �-I l FLOOR GRIDER OR U BEAM �0 O t0 z O HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" W U �r z � -j 1z W �Qn a u N 06 Wzy) 0) 8 U c0 USC 4 r_' j LL U� O z 0E-0 to a O Z) Q�� g dF Z Q�� ° �$ $ T O Q,���- 1- Z Ix QUC� �1 2 z 1 --- LU O LIJ rY _ U U) U Q z 0 w O n.. C Liz z o ® Lo J z � r T Z !] r F-- � O 0 Z Q qj z 111 Q i- �E u) n J ry STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: JRFI QC CHECK: CC Z JOB No. TM - 2151993 � SCALE AS INDICATED DATE: 04/'14/2016 ING � Oc-pg 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 SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR a LU346 TO LEDGER SEE W311/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 "f0 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" C -1z- r� I� ".., SEE FRAMING PLAN -< FOR FLOOR CONNECTION I j t�`S �-I l FLOOR GRIDER OR U BEAM �0 O t0 z O HEADER CONNECTION @ 2nd FLOOR HIGH BM o 3/4"=1'-0" W U �r z � -j 1z W �Qn a u N 06 Wzy) 0) 8 U c0 USC 4 r_' j LL U� O z 0E-0 to a O Z) Q�� g dF Z Q�� ° �$ $ T O Q,���- 1- Z Ix QUC� �1 2 z 1 --- LU O LIJ rY _ U U) U Q z 0 w O n.. C Liz z o ® Lo J z � r T Z !] r F-- � O 0 Z Q qj z 111 Q i- �E u) n J ry STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: JRFI QC CHECK: CC Z JOB No. TM - 2151993 � SCALE AS INDICATED DATE: 04/'14/2016 ING � Oc-pg 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 & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MT312 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER Z NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYP 6% x . SPF 1t2 @ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 t SPI @ BASE. LSTA18 BLOCKING w/ SIMPSON OR MTS12 MAY BE \ USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON BLOCKING w/ SIMPSON TRUSS STRAP STUDS ELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" HUC24-2 EACH END, 3/4" TAPCONS PEF 3/4" FLOOR SHEATHINGTRAP; CENTER ATTACHED PER TRAP BETWEEN NAILING SCHEDULE HUC24-2 EACH END, FLOOR TRUSS PER. WALL PLAN - .... ___ USE (4) 10d & (2) 10d SHEATHING PER BETWEEN STUDS W/ TO HEADER WITH LSTA12 BENT OVER + 4 USE (4) 10d & (2) 10d DETAIL WF10/SD4 (2) 12d TOE NAILS � MORE INFO MAX 5" FRONT .KING STUD NAILS. UNDER I S < U EACH END NAILS. UNDER SIMPSON H1 OA @ SEE PLAN OL WINDOW JAMBS ONLY 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS LU C) 1 WINDOW JAMBS USE EACH DIAGONAL \. r: (2) 2x6 w/ HUC26-2. IF PORTIONS OF THIS WALL LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS z O 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 fisi SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER RANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"= 1 1_0" """ OTHERS LEDGER AT GIRDER NOT USED PLAN ISIMPSON H2.5 EA. TRUSS Z PLAN 1-1/2"=1'-0" 2x BRG WALL W/ x . SPF 1t2 @ SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 t SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE \ USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WAL 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 SHEATHINGTRAP; CENTER ATTACHED PER TRAP BETWEEN NAILING SCHEDULE MASONRYWALL P rFRAME FLOOR TRUSS PER. WALL PLAN - .... ___ OL SEE PLAN SEE ARCHS FOR URRING AND INTERIOR FINISH MASONRY (SHOWN) VMASONRY WALL P OR WOOD WALL PER PLAN PLAN fiFO WALL SPLICE DETAILS 1/2"=11-0" EXTERIOR SHEATH( FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIf SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) %"x3-1/2" SUS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END -USE - (3) SCREWS FOR 24" I SIMPSON LUS26. U: 'RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ( TRUSS TRUSS SHOP (DRAWINGS — 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF OPT. TRUSS RECESS LEDGER 16d NAAILS).T. USE c4> LD03 LEDGER @OPEN TO BELOW EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER F — — — — — — NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. — I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED — TRUSS PER PLAN = 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I (SIMPSON LUS26. USE RECESS LEDGER INTO ' SDS WOOD SCREWS @ _ _ 16° O.C.MAX. & 3° LUS26-2 FOR 2PLY IrRUSS. VERIFY W/ TRUSS TRUSS SHOP FROM EA. END - USE (3) IDRAWINGS — — SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`U(AT EA) 16d NIS) LEDGER @ LOW ROOF 3/4"=1'-0" 1 EXT. SHEATHING 2x4 NAILER W/ (2) 2 8 MIN 16" — ATTACH PFR I 10d NAILS @ 16" O C EXT. FINISH PER x . SPF 1t2 @ 1 1 PER PLAN 2x4 CONT. W/ (2) 12d ARCHS O.C. - SEE FRAMING \ 2x8 #2 SYP SILL PLATE SCHEDULE I Ku N40 OR J -BOLT @ 32" O.C. PLAN FOR MORS INFO. 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CJ Q W SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM ❑ QIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY LU 17) UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM 5 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z imp z O ® W) on, z 0' LU z 0H T 0000 e LO J O U ® W � o (D � �0 6�j O LU � 0 cn - LU STRUCTURAL ENG: CFG / BAD (� DRAFTING: H -STRUCT: JRH INC J QC CHECK: CC � F- JOB No. TM - 2151993 cy,p]�U 0 SCALE: AS INDICATED `C AF:��� � W � DATE: 04/14/2016 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 WMR & ASSOCIATES, LLC is strictly prohibited