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307 4TH St RES20-0074 STRU. DWGGENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, ACI, NDS, APA AND ASCE?-10. 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 8 FT 9 FT WALLS, UNLESS NOTED OTHERWISE ON PLANS. 11 FT 12 FT EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 11 FT 12 FT CONDITION GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 20.8 AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE a) W c1r) z COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 16 12� ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: L CONSTRUCTION. 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 16 BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 2X4 NO.2 SPF HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. E W 16 16 DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. A. PLACE SHEARWALL RODS (SPECIFIED ON PIANS) Nv IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS N B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PIANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. cco � TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT D. PLACE ALL OTHER RODS. 16 16 16 SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 16 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 16 STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. 16 12 SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE TE WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 16 12 DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ELECTRICAL WORK. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 16 12 STORY 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO CONCRETE NOTES 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE LAITANCE, DUST, DIRT, AND OIL. 2X6 SPF STUD GRD OR NO.2 REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 6" - TYPICAL WALLS, MONOLITHIC FOOTING 7" -EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE CONCRETE". 8" - MASONRY WALLS 16 MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR FOUNDATIONS, AND %4' FOR ALL SLABS AND SHALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO CONFORM TO ASTM C33. DO THE WORK. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 8• USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. MASONRY NOTES 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2' FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT ►s ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING 1. TERMITE TREATED SOIL. ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE OF THE ROD WITH A 3" SQ WASHER AND NUT. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE "DETAILS SHEATHING NOTES CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT IN ACCORDANCE WITH ACI 315, AND DETAILING OF CONCRETE REINFORCEMENT". SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %,,. FULL BEAD 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR FOR WALL SHEATHING: AND HEAD JOINTS SHALL BE USED. MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 1. FOR STUCCO AND STONE: MIN J5" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE VERTICALLY, OR MIN i" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TOs �� MAXIMUM AGGREGATE SIZE SHALL BE / GRADED TO PRODUCE FINE GROUT IN CONFORMANCE 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. GREATER. 2. FOR ALL OTHER VENEER: MIN s" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE EDGES). REINFORCING IN CELLS. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3. FOR CURVED WALLS: TWO (2) LAYERS OF:" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH EDGE AND 12" O.0 IN FIELD. OUTER LAYER 01= PLYWOOD PANEL EDGES MUST BE LAPPED 24" 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 102. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND 10.3. 1112- FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR ROOF SHEATHING: PLACE UNTIL THE STRUCTURE IS COMPLETE. FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT 1. FOR SHINGLE AND METAL ROOF: MIN 1s" OSB. OR PLYWOOD, SPAN RATING 24/16, INSTALLED 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND THE ENGINEER OF RECORD. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF A82, SPACED AT 16" O.C. VERTICAL MAX. EXCEED SIX (6) COURSES IN HEIGHT. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 8, WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH CELL, CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL FILLED. CONDITIONS, BLOCK PANELS AT 12" O.C. STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. FRAMING NOTES FOR FLOOR DECKING: 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON! EDGE, 12" O.C. IN FIELD. UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. MINIMUM 4" THICKNESS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED FOR PORCH CEILING SHEATHING: EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT 1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. APPARENT. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. LOAD TABLE COMPONENT AND CLADDING 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ROOF: DESIGN PRESSURES LIVE LOAD: 20 0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 7.0 PSF 7. DIMENSION LUMBER CEILING: 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 0.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. LIVE LOAD -STORAGE: 30.0 PSF 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON DEAD LOAD: 5.0 PSF STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. FLOOR: 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF 8d = 0.131" x 2-1/2" 10d = 0.148" x 3" WIND LOADS: 12d = 0.148" x 3-1/4" WIND SPEED: 130 MPH 16d = 0.162" x 3-1/2" EXPOSURE: C 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE IMPORTANCE: 1.0 FOOTING DETAILS SHEET. BUILDING CATEGORY: II ENCLOSED BUILDING: 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. INTERIOR PRESSURE COEFFICIENT: 0.18 ROOF PITCH: 4:12 EXTERIOR WALL STUD SPACING END ZONES, PSF BRITTLE FINISH FLEXIBLE FINISH 24.4 WALL HEIGHT (L/360) WALL HEIGHT (L/120) BEARING STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT CONDITION -24.4 20.8 -22.9 1- a) W c1r) z L H 2X4 SPF STUD 16 12� Q L M mJ 16 16 ONE 2X4 NO.2 SPF 16 12 E W 16 16 16 12 Nv STORY N (/)r0nq. N 0< U C) V 0 M O cco � 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 O4k•••. 2X4 SPF STUD 16 12 16 12TWO • TE 2X4 NO.2 SPF 16 12 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 T 16 1 16 1 16 16116 16 16 1 16 16 16 NOTES 1, ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. EFFECTIVE AREA, :>F END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 -r 20.8 -24.4 20.8 -22.9 m SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN AND DETAILS S2.01 FIRST LEVEL WALL PLAN S2.02 SECOND LEVEL FLOOR PLAN S2.02 I SECOND LEVEL WALL PLAN S2.03 I SECOND LEVEL ROOF PLAN S3.01 FRAMING DETAILS m 0 W o w o w o 0 N z z L: Lu z' o U 0 a O � w U � W U) D o V) V C U 1 M N T .0cr W ~ N M U Cn W J LL Z � Q p U = � p w m 0 LL U 0 1- a) W c1r) z L H 0 U N Q V C 00 N CS1 L0 co CO 1 o N N T .0cr .S(D aa)U` o �w �0 CL �o � U Q p V C 00 N CS1 L0 co CO to N wU _m � p •c •c 00 U L'- L- a) U 0 Lo 0 U N L M mJ N iw n X U m ca E W Q co m o Nv °� o c) N (/)r0nq. N 0< U C) V 0 M O cco � fill/''. 0011111 WAY/V IF/ '9 O4k•••. • TE • 0 Sheet 0 in io cf) Co M �J I 91'-4" 31'-10" 38'-6" rf- — — — — — — — — — — — — — — — — — — — — --1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — [- — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - co 21'-0" ----------------------------------------- -------------------------------------------------------- ---------------- r - --------- - - - - - --------————————--------------------------------------- ------ ---------------------- � I I I 1 S1.01 C?I I V-01 (; 2 I l w I I l i i N S1.01 I I I I I I 20'-7" I I I I I I I 2 lr------------------- ----- ------j. 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'4" 20'-2" �I y 1 l I I L----------��- -J. ------------------------ �--------------------- -J 4'-8" i l I I I I I I I I I 3 I I S1.61 I I ----I--L---------------------- ---------I---i-------------------------------------------- -----------j ----�—Ir-------------------------------------------- ----------- 12'-2" 47'-8" 91'-10" CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND (1) #5 BAR FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 8"X16" CMU STEMWALL, MAX 6 COURSES. VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: d=811, b=16", (2) #4 BARS TWO STORY: d=10", b=20", (3) #4 BARS THREE STORY: d=12", b=24", (2) #5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. io N ATYPICAL STEMWALL DETAIL X/2 • 8" X SEE PLANS FOR CURB HEIGHT v - - �Ic °D `r a I 6 MIL VAPOR BARRIER OR EQUIVALENT=� co I C I WATERPROOFING BETWEEN -} - COMPACTED SUBBASE AND I FOOTING/SLAB 1=1 I � I io cf) Co M �J I 91'-4" 31'-10" 38'-6" rf- — — — — — — — — — — — — — — — — — — — — --1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — [- — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - co 21'-0" ----------------------------------------- -------------------------------------------------------- ---------------- r - --------- - - - - - --------————————--------------------------------------- ------ ---------------------- � I I I 1 S1.01 C?I I V-01 (; 2 I l w I I l i i N S1.01 I I I I I I 20'-7" I I I I I I I 2 lr------------------- ----- ------j. 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'4" 20'-2" �I y 1 l I I L----------��- -J. ------------------------ �--------------------- -J 4'-8" i l I I I I I I I I I 3 I I S1.61 I I ----I--L---------------------- ---------I---i-------------------------------------------- -----------j ----�—Ir-------------------------------------------- ----------- 12'-2" 47'-8" 91'-10" CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND (1) #5 BAR FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 8"X16" CMU STEMWALL, MAX 6 COURSES. VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: d=811, b=16", (2) #4 BARS TWO STORY: d=10", b=20", (3) #4 BARS THREE STORY: d=12", b=24", (2) #5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. io N ATYPICAL STEMWALL DETAIL X/2 • 8" X SEE PLANS FOR CURB HEIGHT v - - �Ic °D FINISHED = 12" - M a GRADE 6 MIL VAPOR BARRIER OR EQUIVALENT=� • C I 1( WATERPROOFING BETWEEN -} - COMPACTED SUBBASE AND J LL FOOTING/SLAB 1=1 I �— ONE STORY: X = 12" WITH (2) #4 p TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 BEARING CURB STEP SECTION 3/4" = 1'-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN -(5 RECESS SECTION 3/4 = 1 -0 %:51-1 3/4" = 1'-0" SEE PLAN - FORMED AND POURED PERIMETER CURB. - SEE PLAN FOR CURB HEIGHT _ FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 CURB DETAIL 2 3/4" = 1'-0" _-7 co „=1I 6 MIL VAP BARRIER OR —8 —X _ 8" EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 3 INTERIOR BEARING FOOTING 3/4" = V-0" CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND (2) #5 BAR FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 8"X16" CMU STEMWALL, MAX 6 COURSES. VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: d=8", b=16", (2) #4 BARS TWO STORY: d=10", b=20", (3) #4 BARS THREE STORY: d=12", b=24", (2) #5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL, TYPICAL STEMWALL DETAIL 3/4" = V-0" } m � W 0 o W o � O � N z F - z W z o U 0 U w Lu 0 N 0 F- < z � O o ww z U C U a M N W C N M U C U) W J LL Z U F- p u.li a� U 2 w m CD LL U o CN U M M F-- m J 7 LL L fz J m ami `m Q U C NU) a 0 N 0 N LO C W Q ILL m U 0 a) 2> CL N o 0 C U Q p U C NU) M CO LO C W Q aU 75 cc ca C O .o` .`o U u.li a� U CN U M ai 'a m J 7 LL fz C,3 x m ami `m Q � o Ncy) >cq N � 0 v N OU U V r0i -`; rn WAYNF C � . q� _IvOG • 2 No 28 O` Sheet S1.01 C FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ,2).2x6,2:1 I NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER O IN PORCH/GLULAM BEAM INTERIOR BEARING WALL 1 -STORY THREADED ROD 2 -STORY THREADED ROD � C7 IL Q O m � w N O > O w O � a � N z E - z w z o O U of0 a O rr w U o U w w � o U) U) z O w Of O N O W O Q 0 01 z 02x6 NO.2 SYP LEDGER • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. /� VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF D /) STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO HEADER OR STUD GROUP BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. ADD BLOCK AS NEEDED. FASTEN STUD GROUP BELOW TO FOOTING PER NOTE A/S2.01 FIRST LEVEL WALL PLAN 1/4" = V-0" SEE SHEATHING NOTES FOR PORCH CEILING SHEATHING SPECIFICATIONS. INDICATES GLAZING CLASSIFIED AS END ZONE. N L0 C ch EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF V m N STRUCTURE WILL BE CLASSIFIED AS INTERIOR W ch ZONE. SEE "COMPONENT AND CLADDING DESIGN d. � PRESSURES," ON COVER SHEET. d (n W LL Z ry ry 1-- U 1 GABLE BRACING LOCATION. V = W (DJ 04 U- I— o U ~ (� 7 LL M U) ABBREVIATIONS: cc J J N m O_ L < C:) ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH NU) 0 `r Q O Y N SDWC15600 SCREWS. U V' O LVL 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT ch o> MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURALPANELHEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. O CANT CANTILEVER ? a N O N �Q. .O U` NU' O VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF w C7 O 2 0 m O A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO 0 ¢ o STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST OPLACE WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. 02x6 NO.2 SYP LEDGER • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. /� VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF D /) STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO HEADER OR STUD GROUP BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. ADD BLOCK AS NEEDED. FASTEN STUD GROUP BELOW TO FOOTING PER NOTE A/S2.01 FIRST LEVEL WALL PLAN 1/4" = V-0" SEE SHEATHING NOTES FOR PORCH CEILING SHEATHING SPECIFICATIONS. ```I111111II' �• WAYA/ = U ' 8 __ TE• 1 •� 0 ....• t` 'APF Sheet S2.01 U N L0 C M (O m � N �� a-0 `oo p U u- LL U (DJ 04 U cN ai (� 7 LL C U) cc Nm Q N m O_ N O < C:) p M 5 0q NU) 0 `r O Y N U V' O c, CD ch o> ```I111111II' �• WAYA/ = U ' 8 __ TE• 1 •� 0 ....• t` 'APF Sheet S2.01 N O LL n n u u u u !! u u n u n n u u u u u u u u n n n II ii II II II II it II it II II I! II II fl 11 !I (I II 11 it 11 II II 11 u n u n LL II u u n u n II II 11 II !! II !I II !! It II II n u o u n n n n LL n u n II 11 II II it 11 II II 11 II 11 II II If if II If II 11 11 11 11 JLvJI IL=JL_ —LL=J L=.—� - - - I I I I I I I I I t I I I I I I I I r 5 WALL 1 1 O O O O C> W O I I ! I LL LL LL LL LL LL ; LNLLf I I I C I T05 ! 1 ! I I ! T05 If t I I 1 I T05 + 1 I I_T04 I L--------------------- 1 ... -� ECOND LEVEL FLOOR PLAN 1/4" = V-0" - ----- N --------- N ` I I ti 9 N i TF01l S3.01 ` I I I� I I ABOVO, TF011 ------------------------ N 1 1 1 N TF01t i i I O F— I O I I T;FO O I - �- S3.01 O I I I I I I I t I I I I I I I I r 5 WALL 1 1 O O O O C> W O I I ! I LL LL LL LL LL LL ; LNLLf I I I C I T05 ! 1 ! I I ! T05 If t I I 1 I T05 + 1 I I_T04 I L--------------------- 1 ... -� ECOND LEVEL FLOOR PLAN 1/4" = V-0" - ----- N --------- N N ----- N ----- N ----- N ----- N ------------------------ N N N N -- 1 O O F— O F— O O O O O O O O O I a UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X F— F— F— F— F— F— F— F— F— I cl p THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. z' o U HEADER NOTATION IS: iz o1 NUMBER OF PLIES IN HEADER Im (%j v W co NUMBER OF KING STUDS I- o U ~ ABBREVIATIONS: x612:1 (2).M.2:1 J M JJ } NUMBER OF CRIPPLE N O STUDS SIZE OF DIMENSIONAL LUMBER AYI� Q N O ( IF/ c z o Q ! O PORCH/GLULAM BEAM 55 w z 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT of E ! i I ! I ! 1 ! ! ! I + i MIRROR. MSR MACHINE STRESS RATED LUMBER. 'II I i I I I I 1 i1 ! ! i1 ! ! ON CENTER. OSB ORIENTED STRAND BOARD. I I y SIMILAR. SPF SPRUCE PINE FIR. i ! STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. I TYP TYPICAL. LINO UNLESS NOTED OTHERWISE, I ! I I I I ! i I ! - ------------- CANTILEVER ------------- o N OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF o W p ¢ o OVERIFY A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO - i I I 1 I I I + I I I I 7 o STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING � ! ! ( ! + ! ! I 9 ! 'S3.01 I I I I I � WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS j WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. ! .. _ ..... .-_ ---- •,�:==�i .__...._—_ ! ! I .._a=;� I I ! I I I ! I I III NAILS IN ALL HOLES. J O ------------- W 7 L• I > Q • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD W SCREWS AT 16" O.C. FRAMING NOTES AND LEGEND INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER V c7 cp cy) N m0 GLAZING LOCATED ON EXTERIOR OF TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. C W Q - STRUCTURE WILL BE CLASSIFIED AS INTERIOR STUD MATERIAL: 2x No. 2 SPF, UNO. o Tv W HEADERS: o o U w 0 ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, N a UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X !^ VJ W z 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO m Z MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE E cl p THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. z' o U HEADER NOTATION IS: iz o1 NUMBER OF PLIES IN HEADER Im (%j v W co NUMBER OF KING STUDS I- o U ~ ABBREVIATIONS: x612:1 (2).M.2:1 J M JJ } NUMBER OF CRIPPLE N O STUDS SIZE OF DIMENSIONAL LUMBER AYI� Q N O ( IF/ c z o Q O PORCH/GLULAM BEAM 55 w z 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT of E ® 1 -STORY THREADED ROD ® 2 -STORY THREADED ROD U C INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER V c7 cp cy) N GLAZING LOCATED ON EXTERIOR OF C W Q - STRUCTURE WILL BE CLASSIFIED AS INTERIOR W Tv tV M c a p ZONE. SEE "COMPONENT AND CLADDING DESIGN U LLLL PRESSURES," ON COVER SHEET. + U !^ VJ W LL 0U Z v cl GABLE BRACING LOCATION. U W 2 = Q w O t U � m � a Im i N U- I- o U ~ ABBREVIATIONS: 0 p Y N J M JJ Ur ```Illilll/�� AYI� ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH ( IF/ �� ••.• Q SDWC15600 SCREWS. o. 28 LVL 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT S E MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. 'II Pati O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. LINO UNLESS NOTED OTHERWISE, o CANT CANTILEVER o N OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF o W p ¢ o OVERIFY A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO o STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. 6x6 POST UNDER BEAM BEARING, FASTEN BEAM TO POST OPLACE WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. J O 2x6 NO.2 SYP LEDGER W 7 L• • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS > Q • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD W SCREWS AT 16" O.C. J ^ OVERIFY D OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT Q OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO HEADER Z OR STUD GROUP BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. Q ADD BLOCK AS NEEDED. FASTEN STUD GROUP BELOW TO FOOTING O O PER NOTE A/S2.01 ' ` J SHEATHING NOTES FOR PORCH CEILING SHEATHING W LL OSEE E SPECIFICATIONS. ♦♦ ^^ VJ U C N L0 c7 cp C W Q - 0_0 75 Tv c a p •� •c o0 U LLLL U cc 0U cl N m cl N O t U � m � a cmo i N ®o 72 :> cq N cn U) v 0 p Y N O 0 U M 7 0) ```Illilll/�� AYI� ( IF/ �� ••.• o. 28 S E •00 . 'II Pati Sheet S2.02 ------------------------------------------ I I 4 I 1 ----------------------------------- \------- - 6 Sli 1 4 3.01 S3.01 ICR (2) 2X6 CONT. HEADER 2:1 EZ (2) 2X6 CONT. HEADER 2:1 2X6 2:1 8 3.01 r 1 ICR (2) 2X8 CONT. 6 ' HEADER 2:1 T21 ------- ICR (2) 2X6 HEADE Ll ICR - (2) 2X6 CONT. HEADER 2:1 S3.01 SIM. S3.01 I I r I I _D_._ r c w W M mo 6 LL C\l S3.01 00 w w Qom M F-+ i I I I , , T28 I ' D , I � D , --- --- -- -- I , T30 --------------------------------------- ---------------TCR-- RAFTERS SPAN I (2) 2X8 CONT. 4 i' v HEADER 2:1 S3.01 'EZ � S3.01 .' I ' 2 c �J I EZ O S2.03 _;_ o ! . ; ! ' (2) 2X6 2:1 >: i 2 2X6 2:1 O (2) 2X6 2:1 -------- - - ------------ ' T40 I/ ------------------------------------------------------- -------------------- 41 l G ----------------------------------------J 4 1 ROOF FRAMED WITH: S3.01 S3.01 TYP. • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR _ SECOND LEVEL WALL PLAN FASTENING SPECIFICATIONS. SLEEPER CONVENTIONAL FRAMING - ROOF �- ROOF RAFTER 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. GRADE, N0.1 No.2 2. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. SYP SPACING 16" 24" 16" 24" 3. FASTEN ROOF RAFTERS TO LEDGERS WITH (4) 16d TOE -NAILS. 2x6 14'-1" 12'-3" 13'-5" 11'-0" 4. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 2x8 18'-6" 16'-2" 17'-1" 13'-11" 5. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" I r I r f II" 1 P r a M N r 1 ICR (2) 2X8 CONT. 6 ' HEADER 2:1 T21 ------- ICR (2) 2X6 HEADE Ll ICR - (2) 2X6 CONT. HEADER 2:1 S3.01 SIM. S3.01 I I r I I _D_._ r c w W M mo 6 LL C\l S3.01 00 w w Qom M F-+ i I I I , , T28 I ' D , I � D , --- --- -- -- I , T30 --------------------------------------- ---------------TCR-- RAFTERS SPAN I (2) 2X8 CONT. 4 i' v HEADER 2:1 S3.01 'EZ � S3.01 .' I ' 2 c �J I EZ O S2.03 _;_ o ! . ; ! ' (2) 2X6 2:1 >: i 2 2X6 2:1 O (2) 2X6 2:1 -------- - - ------------ ' T40 I/ ------------------------------------------------------- -------------------- 41 l G ----------------------------------------J 4 1 ROOF FRAMED WITH: S3.01 S3.01 TYP. • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR _ SECOND LEVEL WALL PLAN FASTENING SPECIFICATIONS. SLEEPER CONVENTIONAL FRAMING - ROOF �- ROOF RAFTER 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. GRADE, N0.1 No.2 2. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. SYP SPACING 16" 24" 16" 24" 3. FASTEN ROOF RAFTERS TO LEDGERS WITH (4) 16d TOE -NAILS. 2x6 14'-1" 12'-3" 13'-5" 11'-0" 4. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 2x8 18'-6" 16'-2" 17'-1" 13'-11" 5. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" NO. 2 SYP DOUBLE TOP PLATE BOTH WALL HEIGHTS (TYP). INSTALL BLOCKING BETWEEN FIRST TWO STUDS OF HIGHER PLATE. FASTEN OSB TO BLOCKINGS W/ 8d COMMON NAILS @ 3" O.C. (2) SPH WITH (8) 10d COMMON NAILS. SEE 6/S3.01 FOR THE REST OF THE FRAMING SPECIFICATIONS. PLATE HEIGHT CHANGE 3/4 = 1 -0 11 1 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2).2x6,2:1 NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM O 1 -STORY THREADED ROD a 2 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. GABLE BRACING LOCATION. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. LINO UNLESS NOTED OTHERWISE. CANT CANTILEVER OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. O 2x6 N0.2 SYP LEDGER C& FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF D STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO HEADER OR STUD GROUP BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. ADD BLOCK AS NEEDED. FASTEN STUD GROUP BELOW TO FOOTING PER NOTE A/S2.01 OSEE SHEATHING NOTES FOR PORCH CEILING SHEATHING SPECIFICATIONS. 2'-0" RAFTER ROOF SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE PLAN FOR SIZE AND SPACING. 2X4 FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. TRUSS BY OTHERS. 2 O,UTLOOKER DETAIL m w N O > O w o � 0 N z z m w z O O U of o O_ O W U 0 wW D o U) O N O W o F- � o z O w z° Of t i a M N W NO. 2 SYP DOUBLE TOP PLATE BOTH WALL HEIGHTS (TYP). INSTALL BLOCKING BETWEEN FIRST TWO STUDS OF HIGHER PLATE. FASTEN OSB TO BLOCKINGS W/ 8d COMMON NAILS @ 3" O.C. (2) SPH WITH (8) 10d COMMON NAILS. SEE 6/S3.01 FOR THE REST OF THE FRAMING SPECIFICATIONS. PLATE HEIGHT CHANGE 3/4 = 1 -0 11 1 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2).2x6,2:1 NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM O 1 -STORY THREADED ROD a 2 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. GABLE BRACING LOCATION. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E TRUSJOIST 2.0E MICROLAM LVL OR EQUIVALENT MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. LINO UNLESS NOTED OTHERWISE. CANT CANTILEVER OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. O 2x6 N0.2 SYP LEDGER C& FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF D STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO HEADER OR STUD GROUP BELOW THRU FLOOR SYSTEM WITH (2) MSTA36. ADD BLOCK AS NEEDED. FASTEN STUD GROUP BELOW TO FOOTING PER NOTE A/S2.01 OSEE SHEATHING NOTES FOR PORCH CEILING SHEATHING SPECIFICATIONS. 2'-0" RAFTER ROOF SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE PLAN FOR SIZE AND SPACING. 2X4 FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. TRUSS BY OTHERS. 2 O,UTLOOKER DETAIL m w N O > O w o � 0 N z z m w z O O U of o O_ O W U 0 wW D o U) O N O W o F- � o z O w z° Of J W Z WJ J � � J OJ U� W V c U a M N W I- N U U)w ?U?` O` > QV' U- Z � CL p U = = � a W C� U �m m LL I- W O c) F- Z U Q F_ N ro > OR N Q J W Z WJ J � � J OJ U� W V c O N M a 0 N o N Q O N 0 C LLU 2 W Off' ?U?` O` > QV' N 00 0 U CL p J W Z WJ J � � J OJ U� W V c O N M - O m r` CL U cn o cQo c OO O U LLLL m U LO U �m cN J v c � W v) t xxi 0 m c Q in m o N ro > OR N � 0 N O Y U U O WAY/vF _cv°G� 2' m - C7 : No. 8 ; 70 = .C�•'% ORIO� Sheet No. S2.03 AT ROOF AT FLOOR AT FOUNDATION TRUSS TO TOP PLATE WITH H2.5A OR SDWC15600 FOR TRUSSES UP TO 485 LBS, (2) H2.5A OR SDWC15600 FOR TRUSSES UP TO 970 LBS. (2) 2x NO. 2 SYP TOP PLATE ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. * ALTERNATE HURRICANE TIE -DOWNS* • TOP PLATE TO STUD: SDWC15600 AT 32" O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. • STUDS TO BEAM OR STUDS BELOW WITH MSTA48 AT 32" O.C. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X No.2 SYP BOTTOM PLATE FASTENED TO 2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT 12" O.C. FLOOR SYSTEM. SEE PLAN. (2) 2x NO. 2 SYP TOP PLATE 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X NO. 2 SYP PT BOTTOM PLATE. SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. 1 TYPICAL WALL SECTION 3/4 1 0 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT EACH SIDE OF BOTTOM PLATE SPLICES. 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 48" O.C. FASTEN EACH END WITH (3) 10d TOE -NAILS. FLOOR TRUSS SYSTEM BY OTHERS. KNEE WALL TRUSS SEE WALL SECTION FOR DETAILS. TRUSS BRACING AT WALL 3/4" = 1'-0" AT ROOF Al FLOUR SEE DETAIL 1/S3.01 FOR TRUSS TO TOP PLATE CONNECTION. (2) 2x NO. 2 SYP TOP PLATE. *HURRICANE TIE -DOWNS* • TOP PLATE TO STUD: SDWC15600 AT 32" O.C. • STUD TO BOTTOM PLATE: SDWC15450 AT 32" O.C. • STUDS TO BEAM OR STUDS BELOW WITH MSTA48 AT 32" O.C. 2X STUDS. SEE STUD TABLE FOR SIZE AND SPACING. 2X NO. 2 SYP PT BOTTOM PLATE. FASTEN TO BEAM BELOW WITH 16d NAILS AT 6" O.C. FLOOR TRUSSES BY OTHERS. SECOND FLOOR TO FLOOR GIRDER: MSTA24 AT 32" O.C. WITH (26) 10d NAILS. SUPPORT BEAM AS SHOWN ON FRAMING PLANS. FLOOR GIRDER OR LVL BEAM. 2 WALL SECTION ON GIRDER 3/4 11-0. 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. 2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAF' WITH (12) 10d IN LAP. 3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT EACH SIDE OF BOTTOM PLATE SPLICES. SPH WITH (10) 8d AT 24" O.C. IN HEADER, MINIMUM (2) PER HEADER 6 TYPICAL HEADER DETAIL 3/4" = 1'-0" TOP PLATE PER TYPICAL WALL SECTION. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. CRIPPLES TO HEADER WITH MSTA18 WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLE KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. ALL CRIPPLES AND KINGS TO BOTTOM PLATE WITH WITH SDWC15450. BOTTOM PLATE TO TRUSS OR GIRDER BELOW WITH SDS25312 AT 12" O.C. OR (2) SDS25312 AT EACH TRUSS INTERSECTION. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE, PLIES, NUMBER OF KING AND CRIPPLE STUDS. FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O.C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C. ON EDGE, 12" O.C. IN FIELD. LTT131 FOR GARAGE HEADER CRIPPLES. ALL HOLES FILLED WITH 10d NAILS. GARAGE SLAB 3 TYPICAL GARAGE OPENING DETAIL 3/4"=11-0" G/ EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 6'-0" LONG: INSTALL SPH AT 24" O.C. FROM TOP PLATE TO HEADER. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUC AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. FLOOR TRUSS SYSTEM BY OTHERS. TYPICAL HEADER FRAMING DETAIL 3/4"= 1'-0" NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. _ ON EDGE, 8" O.C. IN FIELD. BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d COMMONS. BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH (3) 16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH (10) 10d AT 48" O.C. GABLE BRACING DETAIL - TRUSS AT FLOOR SEE 2/S3.01 FOR WALL FRAMING DETAILS. 2x No.2 SYP BOTTOM PLATE FASTENED TO TRUSS WITH (2) SDS25450 SCREWS AT EACH INTERSECTION. FLOOR SYSTEM AT 24" O.C. FASTEN TO WALL BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. 9 WALL ON TRUSS 3/4"=11-011 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. AT FLOOR SEE 2/S3.01 FOR WALL FRAMING DETAILS. 2x No.2 SYP BOTTOM PLATE FASTENED TO TRUSS WITH (2) SDS25450 SCREWS AT EACH INTERSECTION. FLOOR SYSTEM AT 24" O.C. FASTEN TO WALL BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. (2) 2x NO. 2 SYP TOP PLATE $ CANTILEVER WALL SECTION 3/4 = 1 -0, 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. SEE 2/S3.01 FOR WALL FRAMING DETAILS. 2x No.2 SYP BOTTOM PLATE FASTENED TO JOIST WITH (2) SDS25450 SCREWS AT EACH INTERSECTION. 2X12 NO.2 SYP JOISTS AT 24" O.C. FASTEN TO LEDGER WITH LUS28. FASTEN TO TRUSS BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. FLOOR TRUSSES BY OTHERS. 2X8 NO.2 SYP LEDGER. SEE NOTE C/S2.01 FOR FASTENING. ROOF TRUSS BY OTHERS. 10 CANTILEVER WALL SECTION v w N O O w o w 6 0 o z N Q N z w L: � z 0 0 o Q_ O � o U w U) � v co 0 N 0 w o cn 0 z 0 w z° U i i i l i i i M N nfl� W 0- F- M i r 1 i I t U) I I { LL Z L1/F_ Q 2 U U I 00 W i I U 8 0° LL. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 6'-0" LONG: INSTALL SPH AT 24" O.C. FROM TOP PLATE TO HEADER. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUC AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. FLOOR TRUSS SYSTEM BY OTHERS. TYPICAL HEADER FRAMING DETAIL 3/4"= 1'-0" NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. _ ON EDGE, 8" O.C. IN FIELD. BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d COMMONS. BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH (3) 16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH (10) 10d AT 48" O.C. GABLE BRACING DETAIL - TRUSS AT FLOOR SEE 2/S3.01 FOR WALL FRAMING DETAILS. 2x No.2 SYP BOTTOM PLATE FASTENED TO TRUSS WITH (2) SDS25450 SCREWS AT EACH INTERSECTION. FLOOR SYSTEM AT 24" O.C. FASTEN TO WALL BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. 9 WALL ON TRUSS 3/4"=11-011 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. AT FLOOR SEE 2/S3.01 FOR WALL FRAMING DETAILS. 2x No.2 SYP BOTTOM PLATE FASTENED TO TRUSS WITH (2) SDS25450 SCREWS AT EACH INTERSECTION. FLOOR SYSTEM AT 24" O.C. FASTEN TO WALL BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. (2) 2x NO. 2 SYP TOP PLATE $ CANTILEVER WALL SECTION 3/4 = 1 -0, 1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR SHEATHING SPECIFICATIONS. SEE 2/S3.01 FOR WALL FRAMING DETAILS. 2x No.2 SYP BOTTOM PLATE FASTENED TO JOIST WITH (2) SDS25450 SCREWS AT EACH INTERSECTION. 2X12 NO.2 SYP JOISTS AT 24" O.C. FASTEN TO LEDGER WITH LUS28. FASTEN TO TRUSS BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. FLOOR TRUSSES BY OTHERS. 2X8 NO.2 SYP LEDGER. SEE NOTE C/S2.01 FOR FASTENING. ROOF TRUSS BY OTHERS. 10 CANTILEVER WALL SECTION v w N O O w o w 6 0 o z N Q N z w L: � z 0 0 o Q_ O � o U w U) � v co 0 N 0 w o cn 0 z 0 w z° W 0 V Z 2i N< I..L C i c U T M N nfl� W 0- F- M U U) W LL Z L1/F_ Q 2 U U I 00 W (D U 0° LL. I- W o "' z U cli U- I -- m J u - c in t Q W 0 V Z 2i N< I..L C i c 00 N T 0 o N nfl� a(9 00 w< w¢ 3w 2 "� m 0 o3 CL (7 ai No � U Q p W 0 V Z 2i N< I..L C i c 00 N ccl) co mr -- w< w¢ -o cc 0.2 2 U u_u_ U U cli Qi m J u - c in t 0) m 4 8m o N In < a� .> � N U y O Y N O �; UV m CD ``X11iii►tii WAY//,c ��CQ,.• � I F/C* -- w°:• - (7 : 32 ; 7� TATE lV � •� lV _ .� Sheet No. S3.01