HomeMy WebLinkAboutREVISED S2 100 GENERAL 100.5 FRAMING NOTES PRE-MANUFACTURED
100.1 MATERIALS 100.5.1- WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION TRUSSES
lOO.1.1 MASONRY UNITS- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 19/32" MINIMUM WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID C-D PLYWOOD SHEATHING OR OSB. TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. BEAM BLOCK
UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND 100.5.2- THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD SEE WALL SECTION
SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG 1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16" 25" MIN LAP
OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL DIMENSION PERPENDICULAR TO THE FRAMING. TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF FOR DETAILS
COMPLY WITH "SPECIFICTION FOR MASONRY STRUCTURES" 10053- 1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER
ACI 530.1/ASCE 6-05/TMS 602-05: PART 2 & 3 . . THE MANUFACTURER'S INSTALLATION DETAILS.
1. MINIMUM ROOF SHEATHING THICKNESS PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL
100.1.2 MORTAR- HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH
SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH PER TABLE R803.2.2 (FBC 2020 7th EDITION) OF THE JOINT. #5 HORIZ REBAR IN BEAM BLK
ASTM C 270
160 MPH, EXPOSURE 'C' 1%2" (20/40) SEE TYP. WALL SECTION FOR
2.MINIMUM NAIL SIZE: ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION ACTUAL CHANGE IN BEAM
100.1.3 GROUT- DETAILS
SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 8d RING SHANK (MIN. 2 Y2"� LONG) RSRS-03 (2 Y2"XO.131")
INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A 3. MINIMUM SCREW SIZE#8 x 2 X" WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT ELEVATION DETERMINED IN
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI 4 FASTENER SPACING PER TABLE R803.2.3.1(FBC 2020 7th EDITION) 160 TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. FIELD
AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C MPH, EXPOSURE 'C' WITHIN 48" OF PERIMETER EDGE & 48" EA. SIDE THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD
1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. OF RIDGE /HIP RIDGE EGDE: 3" o.c, FIELD: 3" o.c.48" FROM TAPCONS 1-3/4" NAILS(THROUGH 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
PERIMETER EDGE & RIDGE HIP RIDGE 6" o.c. PENETRATIN INTO THE CMU ORFCONCRETE. THE WITH FNUMBER ICIENT EOF TAPCONS SHANGTH FOR A LIL BE PER TUM OF HE OF 2X4 STUDS
100.1.4 CONCRETE- /
SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH MANUFACTURER'S INSTALLATION DETAILS. SEE WALL SECTIONS
OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI 101 FOOTINGS AND FOUNDATION DEADBOLT SHALL BE TITAN 780 SGL. CYLINDER (OR EQUIVALENT) W/ 2-3/8" BACKSET 039" FROM #5 HORIZ REBAR IN BEAM BLK FOR APPLICABLE WIDTHS
318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE 101.1 DESIGN TOP OF SLAB. LOCKSET SHALL BE TITAN 720H SGL. CYL. (OR EQUIVALENT) W/ 2-3/8" BACKSET
PER ACI 318, SECTION 5.10. 101.1.1- @ 44-1/2" FROM TOP OF SLAB. USE 4-1/2" X 1-5/8" WOOD LOCK BLOCK @ EACH LOCK PREP. SEE TYP. WALL SECTION FOR AND STUD SPACING
100.1.5 REINFORCING STEEL- TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE DETAILS @ 24" O.C.
SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE FOUNDAT10N PLAN AND THIS SHEET. GENERAL NOTE FOR OPENINGS: #5 HORIZ REBAR CORNER BENT
WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG AS THE LENGTH OF
WITH ASTM A 615, A 616, A 617, OR A 706. 101.1.2 THE 3/16" TAPCONS IS SUFFICIENT TO OBTAIN A MIN. OF 1-3/8" PENETRATION INTO THE CMU IN »L» CONFIGURATION FOR 2X BLOCKING
100.1.6 METAL ACCESSORIES- A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR TIE BEAM. MIN. LAP ON VERT. REBAR AS REQUIRED
JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING BY FLORIDA
SHALL CONFORM TO THE FOLLOWING STANDARDS: ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE BUILDING CODE
SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH. RESIDENTIAL
1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS TYPICAL CORRECTION NOTES
AND TIES. 101.2 CONSTRUCTION 1) ONE SIMPSON RFB#4x10 MAY BE SUBSTITUTED FOR 1/2" ANCHOR BOLTS WHEN NECESSARY BEAM BLOCK
2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 101.2.1- 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 WITH (7) 10d IN SEE WALL SECTION
3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES. THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND TRUSS AND (4) 1/4"x1-3/4" TITEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 870 LBS.; FOR DETAILS
100.1.7 GALVANIZATION- CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC- WITH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES. IN CONCRETE FOR UPLIFTS UP TO 1175 LBS.;
TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE 101.2.2- 3) MISSED DOWELS - SET 5/8" DIAMETER, 33" LENGTH DOWEL INTO 3/4% 8" HOLE; SET IN Q
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SIMPSON SET EPDXY OR EQUIVALENT. #5 REBAR
METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDED
SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. WIRE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. VERTICAL m
CLASS 1. 101.3 FOOTING DOWELS � M
100.1.8 FASTENERS AND CONNECTORS- CONCRETE FOOTER U Ln
UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE/ ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 1. CONSTRUCTION METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES. M DEGREE HOOK AND J M
COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1 2 INCHES SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALLL FOOTINGS; DOWEL ADDITIONAL GENERAL & STRUCTURAL NOTES
LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE 2. GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS TO VERIFY DIMENSIONS, ~ J
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION. NOTE: NON BEARING WALL DETAIL IS IN z LL
100.1.8 WOOD FRAME MEMBERS 100.5.4- 3. THESE PLANS WERE REVIEWED BY THE ENGINEER FOR STRUCTURAL C H A G E BEAM BLOCK- ACCORDANCE WITH 602.2 OF THE NON- B EAR I N G WALL CONNECTION a
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ALL FRAMING LUMBER SHALL BE HEM-FIR, S. PINE, OR ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. ( )
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI. SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6" 4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANSFLORIDA BUILDING CODE 6TH EDITION U
NOT TO SCALE O J
ALL LUMBER USED FOR BEAMS SHALL BE HEM-FIR, S. PINE, OR STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS. METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD ELEVATION DETAIL-
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI. THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2" x 8" STANDARD CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS.
100.1.8 WOOD LVL BEAM MEMBERS WEDGE ANCHORS AT 32" o.c. 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALLd I.-:
SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5 25" MIN LAP
ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL 100.5.5- VERTICAL RE-BAR. 25" MIN LAP O SC
STRENTH, Fb, OF 2,850 PSI AND MODULUS OF ELASTICITY, E, AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE
OF 2,000,000 PSI. 0
REQURIED AT THE TOP OF THE WALL, THE CONNECTOR AT THE BOTTOM (2) 202 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER _____ �� s CONNECT TRUSSES TO LOAD BEAR
SHALL HAVE CONSISTENT UPLIFT VALUE. THAN 6' USE (2) 2x12 BEAM AND (3) FULL LENGTH STUDS AT EACH END. - WALL AS NOTED ON THE PLANS.
100.5.6- CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END. II III II II
100.2 MASONRY WORK, GENERAL WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END. I I I
100.2.1- BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES 7. Buildings shall be constructed in accordance with the provisions of
ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND IN THE GIRDER. the climatic and geographic design criteria as limited by the
THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID 100.5.7- provisions of this section. Additional criteria shall be set forth in
MASONRY SHALL BE FULL HEAD AND BED JOINTS. TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER Table R301.2(1) of the Florida Building Code 2017 6th edition. O I I I I V
100.2.2- REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM WITH THE TPI 8. Flame spread and smoke index for wall and ceiling finishes shall Z'
BED JOINTS SHALL BE 3/8 INCH (+ 1/� INCH) THICK. HEAD DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND be in accordance with Sections R302.9.1 through R302.9.4. O� I I I I FR I I�I� F `~
JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK. SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY.
9. Flame spread and smoke-developed index for insulation shall be
100.2.3- in accordance with Sections R302.10.1 through R302.10.5.
THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS ; I Z I I (2)2x12 HEADER OR AS 11•
SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM 106 OPEN STRUCTURES 10. All gypsum board materials and accessories shall conform to = ED
OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH. ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C II II II IIb�Nl BOARD NOTED ON THE PLANS Q
1278, C 1396 or C 1658 and shall be installed in accordance with
100.2.4- COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR the provisions of this section. Adhesives for the installation of `4
MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN gypsum board shall conform to ASTM C 557. II II II II
CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, 10�EJGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL a ° • 'I WI RE 15TMT WRIER(S)
9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN O TAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER. 11. Ceramic tile surfaces shall be installed in accordance with ANSI _J a •• •__J Y
_rf_�� ___________ M
ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE 1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 � a ° �-_'+ ' (2) SIMPSON "LSTA21" w
PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. 8x8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES. and A137.1. ti STRAPS PER SIDE PER
2. CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL ;
100.2.5- BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL _rupiam L*1" HEADER
LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY BE 1-1/2 INCHES OVER THE COLUMN TIES.
EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8
INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND ' " ' FlhlM COAT
NOT EXPOSED TO EARTH OR WEATHER. -4 4-10 -4 %BEAM AT THE TOP SHALL BE AS FOLLOWS:
100.3 REINFORCING STEEL GENERAL 10612&8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT �y ti4~y' 1/2" O WEDGE ANCHORS, 8"
100.3.1- AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. s `i:'; SENT PL��TU WE 06T DEPTH WITHIN 6" OF STUDS; & 32" O.C.
2. 8x16 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH ENTRY DE AIL
lOd NAILS AND CLIP WITH HCLH OR H4(IF MORE THAN FOR REMAINING WALL
REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPTION: WHERE CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. 2x4 BLOCKS @ 16"O.C. FASTEN TO LOOKOUT W/TWO
TWO N0. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED 3. 12x12 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD - W/3 HOOK AND 3„ 0MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION ' WASHERS. NOTE: ALTERNATIVE
SUBSTITUTED. AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM; OVERHANG)OTHERWISE TOE NAIL W/TWO 10d NAILS NOT SCALE I {
THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, TOO GABLE TOP CHORD HOLDDOWN IS SIMPSON "HTT4"
100.3.2- USE USP HCLH (or L)OR SIMPSON '
WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & H4 CONNECTOR AT ALL ENDS OF CROSS �Fr �I ATTACHED TO STUDS.
THEY MAY BE BUNDLED. TWO N0. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH 2x4 LOOKOUTS BRACING- DO NOT TOE NAIL i
SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED 24"O.C. (TYP.) '
100.3.3- IN A CORNER. 1 (1) SIMPSON "SPH4"
SPLICES SHALL BE LAP SPLICES. UP TO 2'O.H
1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE 2x4"T-BACK" BRACI PER STUD. NOTE: (2)
BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO. 5 VERTICAL COLUMN REINFORCEMENT AS FOLLOWS: "X"BRACING(2x4)@ MID AT VERTICALS TALLE RJACK STUDS & (1)
BARS AND 7 INCHES FOR NO. 7 BARS. 1061_. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST POINT REGARDLESS OF HEIGHT THAN 48", FASTEN /
2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5 - MINAL CROSS SECTIONAL DIMENSION OF THE COLUMN. AND AT QUARTER POINTS IF Od NAILS @ 6"0. KING STUD (MIN)
BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES 2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO HEIGHT IS TOR MORE; EXTERIOR FRAMED STUCCO WALL DETAIL
OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25 LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT. EXTEND BACK 3 BAYS
INCHES, AND TWO NO. 5 BARS WITH ONE NO. 7 BAR SHALL BE A 3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE HARDI SIDING OR USE USP HCLH (or L)OR SIMPSON
MINIMUM OF 35 INCHES. -HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, SLAB, OR TEXTURED CEMENT FINISH H4 CONNECTOR A ALL ENDS OF CROSS NOT TO SCALE a v a
BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE BRACING-DO NO TOE NAIL a a
100.3.4- ON METAL LATH&FELT
-HALF THE LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT OR TYVEK&5/8" PLYWOOD a a a a
REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF: IN THE BEAM ABOVE. W/NAIL PRO 2x.075 @ 6"O.C. '2x4 BLOCKING @ 48' ° . CONCRETE FOUNDATION
1. ALL REINFORCEMENT IS BENT COLD, AND PER ASTM C1063
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE GABLE END TRU FROM GABLE END B a .AS NOTED ON PLANS °. d 8/2/21
BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND 107 WINDOWS SEE ELEVATION '-0" BETWEEN TRUS a. a
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED 10d NAILS @ 6"O.C. BOTTOM CHORDS.
BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD12, ASTM E 1886 AND -- d a
4
ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC INTO 2x6 PLATE d a d , a d
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A 1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS
SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION 8" U-BLOCK WITH 2x6 P.T. (MIN.)ATTACH TO BEAM W/ 1/2" DRYWALL MADISON_GC_CLARK_RIGHT P
TO 6 INCHES OF VERTICAL BAR LENGTH. THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1 WITH (1) #5 RE-BAR 1(2"O x 8' ANCHOR BOLT AT
FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON- TOP CONTINUOUS 3 O.C.w/2"o WASHERS OR
TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS 3/16"O TAPCONS WITH 1' MINIMUM
DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. VERT. REINF. EMBEDMENT AT 12' O.C.
100.4 COVER OVER REINFORCING STEEL 108 DOORS SEE PLAN 6' EMBEDMENT FRAME B RG. WALL W/ OPENING 2X12 HEADER NOTE:
100.4.1- 8"CMU WALL (2)2X12 TO SANDWICH
FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS (1) 1/2"PLYWOOD W/
BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE CONCRETE OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS FASCIA COVER INSTALLED IN TYPICAL CONNECTOR DETAIL (2)ROWS OF 3"NAILS @
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE ACCORDANCE WITH FASCIA
EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND WITH THESE SPECIFICATIONS. MANUFACTURER'S PRODUCT APPROVAL MIN. 1 X2 NAILING 6"O.C. P1 13 JAN 21
2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS CONVENTIONAL GABLE END CONNECTION DETAIL SPECIFICATION AND LIMITATIONS OF VINYL STRIP NOT TO SCALE P2 02 MAR 21
FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW WINDOW, EXTERIOR DOOR AND PANEL CRITERIA USE SOFFIT P3
FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, NOT TO SCALE NOTE: P4
A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON- SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE
CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND BEARING WALLS THAT GO P5
DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED. ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED 2" CDX OR 6" OSB CDX INTO BLOCK WALLS ATTACH P6
100.4.2- IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS. PLYWOOD 8d COMMON (2) 2X4 SYP#2 FRAMING WITH WEDGE ANCHORS 32"O.C.
FOR CAST-IN-PLACE BOND BEAMS WHERE CONCRETE IS NAILS 6"o.c. THROUGHOUT ROOF TRUSS AND BLOCKING PER DOUBLE TOP PLATE VERTICALLY UP WALL
NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER TRUSS PLAN (2) SPH6 EA. END
FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS
OF BAR SIZE.
100.4.3- DETAIL AND
FOR CAST-IN-PLACE BOND BEAMS WHERE CONCRETE IS EX- LATTACH SOFFIT
POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR (2) 2x4 SPF OR BETTER TO NAILING STRIP SPECIFICATIONS
REINFORCING SHALL BE: ATTACHED SOFFIT \--J-CHANNEL
1 1/2 INCHES FOR NO. 5 BARS AND SMALLER, TO FASOIA OR
2 INCHES FOR NO. 6 BARS AND LARGER. WALL STUD 16 O.C.
TO NAILING STRIP
100.4.4- (NOT SHOWN)
REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS DOUBLE STUD @ 6' MAX
SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR OUT OF CORNERS WAL
FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN
REINFORCING BARS AND ANY FACE OF A CELL.
100.4.5- PROVIDE SIMPSON SPH6 SOFFIT DETAIL _
REINFORCING BARS USED MASONRY WALLS SHALL HAVE A �z
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN: 3-STUD(MIN) CORNER ANCHORS @ 32" O.C.
2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO BTM &TOP W A T E R - A I F? - L A N
EARTH OR WEATHER.
1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH 2x4 SILL PLATE SPF OR BETTER NOT TO SCALE C) >
OR WEATHER. 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 (D Q co
NOTE: �a a R704.2.1 Vinyl Soffit Panels North Port, Florida 34291-8049 fax 413-487-9013 z o U_
PROVIDE (2) LAYERS"GRADE D" ° Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at O u, 6
(OR EQUIV.) M O 1 STU R E BARRIER, both ends to a supporting component such as nailing strip, fascia or subfascia component in accordance Digitally signed by Christopher D Beers LO C5 E
CONCRETE FTG. PER PLAN with Fig. R704.2.1. Where the unsupported span or of soffit panels is greater that 12" intermediate Christopher D DN: c=US o=Unaffiliate = tiWIRE LATH ATTACHED 7 0.C . & SIMPSON HTT5 W/ g pp p p g Q o 0
8" 5i THREADED ROD 5, nailing strips shall be provided in accordance with Fig. R704.2.2 unless a larger span is permitted in ou=A01410D00000172 � F630000 LL
STUCCO PER ASTM C 9 2 6 $ $'x1o°GRADE A-307 ,
EPDXY-SET 6 MIN ANCHOR BOLTS -307 O.C. accordance with the manufactures product approval specification. Vinyl soffit panels shall be installed in
OVER WD. FRAMED WALLS 13E!ers
B2DA, cn=Christopher Bee s
W/2"WASHER OR EQUIV. accordance with the manufacture's product approval specification and limitations of use. Fascia cover shall
be stalled in accordance with the manufacture's product approval specifications and limitation use. Date: 2021 .08.02 07:25:1 '00' S2
EXTERIOR WALL ENTRY DETAIL CHRISTOPHER D. BEERS, P.E. w
C C ���' - FLORIDA LICENSE NO. 64594 I STRUCTURAL
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