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STRUCTURAL N OTE5
<br />1) CODES
<br />1.1
<br />FLORIDA BUILDING CODE RESIDENTIAL 2020, 7TH EDITION
<br />1.2
<br />BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC1318-LATE5T).
<br />1.3
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN% BY THE AMERICAN INSTITUTE STEEL
<br />CONSTRUCTION, 9TH EDITION.
<br />L4
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRU55 PLATE
<br />INSTITUTE (TPI) LATEST EDITION,
<br />2) DE51GN CRITERIA
<br />2.1
<br />DWELLING FLOORS - 40 P5F LIVE LOAD + 15 P5F DEAD LOAD
<br />2.2
<br />BALCONIES - GO P5F LIVE LOAD + 15 P5F DEAD LOAD
<br />2.3
<br />ROOF OVER LIVING AREAS - 20 P5F LIVE LOAD, 17 P5F (7 P5F T/C * 10 P5F B/C) DEAD LOAD FOR 5HINGLE
<br />ROOFS; 25 P5F (15 P5F T/C * 10 P5F B/C) DEAD LOAD FOR CONCRETE TILE ROOFS
<br />2.4
<br />WIND -145 mph 3 SECOND GUST EXPOSURE "B" IMPORTANCE FACTOR, "I" = 1, CATEGORY 11, ENCLOSED
<br />BUILDING.
<br />2.5
<br />NET UPLIFT DEAD LOADS 10 P5F SHINGLE; 15 P5F TILE
<br />2.G
<br />SEE FLOOR PLAN FOR COMPONENT * CLADDING PRESSURE
<br />3) 501L
<br />3.1
<br />MINIMUM ALLOWABLE 501L PRESSURE 2000 P5F.
<br />3.2
<br />ALL 501L 15 TO BE CLEAN * POISONED FOR TERMITES PER PBC 2020, 7TH EDITION SECTIONS 105.10, 105.11
<br />4) CONCRETE
<br />4.1
<br />CONCRETE COMPRE551VE STRENGTH AT 28 DAYS: 2500 P51 (NORMAL WEIGHT).
<br />4.2
<br />REINFORCING BARS" A5TM AG15 (GRADE 40).
<br />4.3
<br />WELDED WIRE FABRIC (WWF): A5TM A185.
<br />4.4
<br />DETAILED REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />4.5
<br />CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES.
<br />4.G
<br />EARTH SUPPORTED 5LA55: (INCLUDING EXTERIOR WALK AND DRIVE 5LA55) 3.5" THICK MIN. REINFORCED
<br />WGXG-W1.4 X WI.4 WWF AT MID -DEPTH OF SLAB. 1`I5ERME511 MAY BE USED IN LIEU OF WWF AT
<br />CONTRACTORS OPTION.
<br />4.7
<br />CONCRETING OPERATIONS SHOULD COMPLY WITH ACI STANDARDS
<br />4.6
<br />LAP SPLICE SHALL BE AS FOLLOWS; #5 BAR 25", #4 BAR 20", #3 BAR 15"
<br />4.9
<br />CONCRETE SHALL BE PACED WITHIN 90 MINUTES OF BATCH TIME OR AS REQ'D BY SUPPLIER
<br />4.10
<br />SLUMP RANGE 4" TO G" FOR FLAT WORK, 8'-II' w/ MORANGE WATER REDUCED FOR UNTEL POURS
<br />4.11
<br />PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS AS REQUIRED. SET PLASTIC TIP LEGS ON ALL
<br />EXP05ED SURFACES.
<br />4.12
<br />PROVIDE PROPER CLEARANCE -3" FOOTING5, 15' COLUMNS * BEAMS.
<br />4.13
<br />RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL
<br />OF THE SUPPLIER.
<br />5) MASONRY
<br />5.1
<br />DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE NATIONAL CONCRETE
<br />MASONRY ASSOCIATION AND ACI 530-LATE5T
<br />5.2
<br />MINIMUM MASONRY UNIT STRENGTH: 1500 P51
<br />5.3
<br />MORTAR SHALL BE TYPE 5.
<br />5.4
<br />ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL 15
<br />GREATER THAN 24" TALL ABOVE GRADE, FOR STEM WALL5 TALLER THAN 40" CONTACT ENGINEER.
<br />5.5
<br />FILL CELLS SHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN.
<br />5.G
<br />LINTELS 5UPPL;IED BY APPROVED MANUFACTURER:
<br />1) FECP/CAST-CRETE CORPORATION 2( POWER CONCRETE 3) ALLIED PRECAST 4) LOTT
<br />5) WEKIA G) MARION MASONRY
<br />G) WOOD
<br />0.1
<br />WOOD STRUCTURAL FRAMING MEMBERS; #2 SOUTHERN YELLOW PINE )UNLESS NOTED OTHERWISE) WITH
<br />AN ALLOWABLE BENDING STRESS (Fb) PER ND5-LATE5T = 1250 P51 AND A MODULUS OF ELASTICITY =
<br />i,0000,000 PSI EXCEPT WHERE 5PF STUD OR CONSTRUCTION GRADE MAY BE USED. TOP PLATES SHALL
<br />HAVE NO OCCURENCE OF SPLITS, CHECKS AND SHAKES.
<br />G.2
<br />DESIGN, FABRICATE AND ERECT WOOD TRU55E5 IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR
<br />LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION,
<br />HIB-LATEST EDITION AND Q5T-LATE5T EDITION
<br />G.3
<br />ALL EXPOSED WOOD OR WOOD #1 CONTACT WITH EARTH OR CONCRETE TO BE PRE5UURE TREATED.
<br />G.4
<br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 05" PLYWOOD OR 5/8" 055 MINIMUM SHINGLES OR TILE
<br />G.5
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH THE CONCRETE. METAL SEAT PLATES,
<br />ROOFING FELT, OR BITUMINOUS MATERIAL SHALL BE PLACED BETWEEN ALL TRUSSES, LVL'5, ANY OTHER
<br />UNTREATED LUMBER OR PLYWOOD AND CONRETE OR MA50NRY SURFACE
<br />7) MICRO -LAM LUMBER
<br />7.1
<br />MICRO -LAM 5TRE55 GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E=1,700,000 PSI Fb = 2,950 P51 Ft = 1,850 PSI
<br />Ft = 500 P51 (PERPENDICULAR) Fc = 2,700 P51 (PARALLEL) Fv = 285 P51
<br />(5) STEEL
<br />5.1
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR.
<br />8.2
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE
<br />DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"
<br />8.3
<br />STRUCTURAL STEEL; A5TM A3G
<br />8.4
<br />STEEL TUBING; A5TW A500, GRADE B.
<br />8.5
<br />WELDED CONNECTIONS; 370XX ELECTRODES, MINIMUM 51ZE FILLET WELD5 3/I0, AWS CERTIFIED WELDERS.
<br />CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />8.G
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH 51DE
<br />OF THE WEB OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE
<br />COLUMN.
<br />NOTE: IT 15 THE CONTRACTORS RE51'ON515ILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ALLTECH
<br />STRUCTURAL ENGINEERING INC. 15 RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THI5 PROJECT ONLY, ANY
<br />DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROF E5510NAL' SHOP DRAWINGS, CONTRACTORS'
<br />BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF ALLTECH
<br />STRUCTURAL ENGINEERING INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />KELLY E. LYONS, P.E. #5G191
<br />GENERAL NAILING SCHEDULE
<br />CONNECTION FA5TENER(5) I QUANITY/51FACING
<br />LEDGER STRIP
<br />IGd COMMON
<br />3 AT EACH JOIST
<br />50LEPLATE TO JOIST OR BLOCKING,
<br />IGd COMMON
<br />IG" O.C.
<br />FACE NAIL
<br />TOP OR SOLE PLATE, TOE NAIL
<br />IGd COMMON
<br />2
<br />STUD TO 50LE PLATE, TOE NAIL
<br />8d COMMON
<br />4
<br />DOUBLED STUDS, FACE NAIL
<br />IOd COMMON
<br />24" O.C.
<br />DOUBLED TOP PLATES, FACE NAIL
<br />IOd COMMON
<br />IG" O.C.
<br />CONTINUOUS HEADER, TWO PIECES
<br />IGd COMMON
<br />IG" O.C. ALONG EACH EDGE
<br />CONTINUOUS HEADER TO STUD, TOE
<br />8d COMMON
<br />3
<br />NAIL
<br />IX8 SHEATHING OR LE55 TO EACH
<br />8d COMMON
<br />2
<br />BEARING, FACE NAIL
<br />OVER IX8 SHEATHING OR LE55 TO
<br />8c1 COMMON
<br />3
<br />EACH BEARING, FACE NAIL
<br />BUILT UP CORNER 5TUD5
<br />IGd COMMON
<br />24" O.C.
<br />BUILT UP GIRDERS AND BEAMS UP
<br />20d COMMON
<br />32" O.C. AT TOP AND BOTTOM
<br />TO THREE MEMBERS
<br />AND STAGGERED, 2 ENDS AND
<br />AT EACH SPLICE
<br />1/2" GYPSUM SHEATHING
<br />II GA 1-1/2 GALVANIZED 7/I0 HEAD
<br />4" O.C. AT EDGES, 8" O.C. AT
<br />OTHER BEARINGS
<br />5/8" GYPSUM SHEATHING
<br />II GA 1-3/4 GALVANIZED 7/10" HEAD
<br />4" O.C. AT EDGES, 8" O.C. AT
<br />OTHER BEARINGS
<br />1/2" GYPSUM WALLBOARD
<br />1-3/8" DRYWALL NAIL
<br />7" O.C. ON CEILINGS, 8" O.C. ON
<br />WALLS
<br />5/6" GYPSUM WALLBOARD
<br />1-31/2" DRYWALL NAIL
<br />7" O.C. ON CEILINGS, 8" O.C. ON
<br />WALLS
<br />HARDBOARD LAP SIDING, DIRECT TO
<br />8d CORROSION RE515TANT w/ MIN.
<br />IG" O.C. AT TOP AND BOTTOM
<br />STUDS
<br />SHANK 0 OF 0.099" * MIN. HEAD 0
<br />OF EDGES
<br />OF 0.240"
<br />HARDBOARD LAP SIDING, OVER
<br />IOd CORROSION RESISTANT w/ MIN.
<br />IG" O.C. AT TOP AND BOTTOM
<br />SHEATHING
<br />SHANK 0 OF 0.099" * MIN. HEAD 0
<br />OF EDGES
<br />OF 0,240"
<br />HARDBOARD PANEL SIDING, DIRECT
<br />Gd CORROSION RESISTANT w/ MIN.
<br />G" O.C. AT EDGES, 12" AT
<br />TO STUDS
<br />SHANK 0 OF 0.092" * MIN. HEAD 0
<br />INTERMEDIATE SUPPORTS
<br />OF 0,225"
<br />HARDBOARD PANEL SIDING, OVER
<br />8d CORROSION RE515TANT w/ MIN.
<br />G" O.C. AT EDGES, 12" AT
<br />SHEATHING
<br />SHANK 0 OF 0.092" * MIN. HEAD 0
<br />INTERMEDIATE SUPPORTS
<br />OF 0.225"
<br />51MP50N CONNECTOR SCHEDULE
<br />ITEM NUMBER MODEL
<br />FA5TNER5
<br />UPLIFT #
<br />5HEAR #
<br />JACK TRUSSES WD TO HETA20
<br />IG-IOd X 1-1/2"
<br />1,890
<br />270/G25
<br />MASONRY
<br />5EAM5/HIF GIRDER/
<br />32-I0d X
<br />(2)STRAP/TRU55
<br />COMMON TRUSSES WD TO HETA20
<br />11/2„
<br />2,G4G
<br />540/1,250
<br />/GIRDER
<br />MASONRY
<br />COMMON TRUSSES
<br />HU520
<br />28-I0d
<br />1,550
<br />-
<br />HANGER
<br />(HANGERS)
<br />GIRDER TO GIRDER HGUS210-2
<br />G2-IGd
<br />3,080
<br />-
<br />HANGER
<br />(HANGERS)
<br />WOOD TO WOOD HIOA
<br />IG-8d X 1-1/2"
<br />850
<br />505/450
<br />WOOD/
<br />WOOD
<br />VALLEY TRUSSES/ FRAMING LU528-2
<br />10-IGd
<br />1,140
<br />1,2G5
<br />HIP GIRDER HETAIG
<br />32-I0d X
<br />2,500
<br />1,210
<br />(2) STRAP PER
<br />1-1/2"
<br />I,IGO
<br />MANUF.
<br />WOOD TO WOOD HIP MT518
<br />28-I0d X
<br />2,000
<br />-
<br />(2) STRAPS
<br />GIRDER
<br />1-1/2"
<br />* OR EQUAL
<br />T/C: TAPCON CONCRETE FASTNER5
<br />LOADS TAKEN FROM MANUFACTURES PECIFICATION5
<br />ACTUAL LOADS MAY BE LE55
<br />NOTE: SEE 2ND FLOOR PLAN AT PLUMB
<br />DOWNS.
<br />APPLY 3/8" MIN CDX PLYWOOD TO CEILING
<br />USING 8d
<br />RING SHANK
<br />NAILS 4" O.C.
<br />PRIOR TO
<br />APPLICATION OF FINISHED CEILING OR APPLY STRUCTURALLY RATED
<br />CEILING FINISH
<br />5IMP50N
<br />5TONG TIE
<br />UPLIFT CONNECTION CRO55 REFERENCE***
<br />CONNECTOR
<br />CAPACITY
<br />FA5TNER5
<br />META20
<br />1500
<br />(14) IOd X 1-1/2"
<br />HETA20
<br />1890
<br />(IG) IOd X 1-1/2"
<br />H2.5
<br />415
<br />(10) 8d
<br />H5
<br />455
<br />(8) 8d
<br />H7
<br />030
<br />(114) 8d
<br />HTT5
<br />3480
<br />(18) IGd NAILS $ 5/8"0 BOLT
<br />MA5
<br />1005
<br />(G) IOd X 1-1/2"
<br />HD2A*
<br />2775
<br />5/8"0 BOLT
<br />HD5A*
<br />3705
<br />3/4"0 BOLT
<br />HDGA*
<br />4405
<br />7/8"0 BOLT
<br />LU52G
<br />930/1040**
<br />(8) IOd X 3"
<br />HU52G
<br />1550/3205**
<br />(20) IGd X 3-1/2"
<br />HU528
<br />2000/3775**
<br />(30) IGd X 3-1/2"
<br />A35
<br />450
<br />(12),56 X 1-1/2"
<br />MT512
<br />1000
<br />(14) IOd X 3"
<br />MT51G
<br />1000
<br />(14) IOd X 3"
<br />MT520
<br />1000
<br />(14) IOd X 3"
<br />* MIN 3" MEMBER
<br />** REACTIONS ARE FOR ROOF LOADS ONLY
<br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE 51DE OF THE TRUSS, WHICH COULD
<br />FORCE THE PLATE OFF OF THE TRUSS
<br />2'-fl/III
<br />OVERLAP TRUSS
<br />BRACING AT LEAST G" OVERLAP
<br />ONE TRU55 SPACE
<br />MIN. (2) 10,4 MIN. IX4 TRUSS PRE-ENGINEERED
<br />PER JOINT BRACING ( SEE 52-11 WOOD TRUSSES
<br />FOR LOCATION50
<br />TRU55 BRACING OVERLAP DETAILS-)
<br />MINIMUM 2X4
<br />BOTTOM CHORD
<br />BRACING IX4 MIN.
<br />�t
<br />C_
<br />v
<br />TOP AND BOTTOM
<br />CHORD GABLE END
<br />BRACING@ 48" OC
<br />MAX FOR FIRST (4)
<br />ROWS OF
<br />TRU55E5
<br />�t
<br />PARNINA
<br />CP
<br />TINUOU5 BOTTOM CHORD "X" BRACING (SEE
<br />BCING IX4 MIN. (SEE DETAIL S2/4) _1 DETAIL 52/5)
<br />_
<br />----
<br />--
<br />O
<br />2
<br />G
<br />0
<br />----
<br />I
<br />Ln
<br />--
<br />----
<br />--
<br />----
<br />--
<br />----
<br />z
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<br />co
<br /><C
<br />---
<br />--
<br />----
<br />--
<br />0
<br />z
<br />w
<br />z
<br />NOTE:
<br />I. SEE TRU55 MANUFACTURERS TRU55 ENGINEERING CUT SHEETS FOR
<br />ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED.
<br />2. 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING
<br />PROVIDED IT EXTENDS OVER AT LEAST 02% OF THE WEB.
<br />r MINIMUM PERMANENT TRUSS BRACING SNAE 6
<br />CRO55 BRACING DETAIL NAs: 21
<br />a^' ""AIL w/ (2) IGd NAILS
<br />K 2-1/2" LAG
<br />@ 24" OC TYP
<br />2X4 OUTL00KER5 @
<br />24" OC w/ (2) 12d PER
<br />JOINT
<br />2X4 RUNNERS
<br />SEE G/52 FOR ADD'L GABLE BRACING REQ'D
<br />1 ALT NON -DROP GABLE END DETAIL 5NT5 3
<br />3/4" X 2" PT
<br />STUCCO
<br />GTllb
<br />DRIP
<br />FASCIA
<br />��
<br />RIDGE LINE
<br />++++++++++_I++++++++++++++++++++++++++++
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<br />(D USE 51MP50N META 20 (OR BETTER) CONNECTORS
<br />(OR EQUAL) @ MASONRY OR SIMP50N H10 (OR
<br />EQUAL) CONNECTORS @ FRAME WALLS
<br />NOTE: I. 5EE STRUCTURAL NOTE5 FOR 5hEAThNG
<br />5PECINCATION5. 2, END JOINTS OF ThE ROOF 5MEATNING + + + + +
<br />SMALL 5E 5TAGGERD AND OCCUR OVER FRAMING 8d RING 5hANK NAILS @ G" OC - + + + + +
<br />MEMEER5 4" OC @ GABLE END WALL OR
<br />GABLE TRU55 + + + + +
<br />8d RING SHANK NAILS @ 4" OC EDGE5 8d
<br />COMMON NAILS @ 6" OC INTERMEDIATE
<br />ROOF I=RAMING NAILING 5CHEDULE
<br />0" GABLE ROOF OVERHANG SNAS: 4 UPLIFT CONNECTORS FOR HIP FRAMINGI SNA5. 1 5 1
<br />7
<br />z JUDITH ANN KOEHN, CPBD, AIBD
<br />j AKOHN@ONTWERPE5TUDIO.COM
<br />-' 727.490.9459 1 910.374.78G3
<br />p WWW.ONTWEP\PE5TUDIO.COM
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<br />• NATIONAL COUNCIL OF •
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<br />tiF4 4,r
<br />MEMBER
<br />Creating where people live A I
<br />B.DR
<br />AAIERICAN INBTTTUTE of
<br />BUILDING DESIGN
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<br />REV DATE DESCRIPTION
<br />t--
<br />PROJECT NO: 2204-25G
<br />DATE: 23.05,2022
<br />DRAWN BY: A. KOHN
<br />*CONSTRUCTION DOCUMENTS ARE ORIGINAL
<br />AND UNPUBLISHED MATERIALS OF THE
<br />DESIGNER. THEY SHALL NOT BE COPIED IN
<br />ANY FORM WITHOUT THE EXPRESSED
<br />WRITTEN CONSENT OF THE DESIGNER.
<br />STRUCTURAL DETAILS
<br />NOTES
<br />5/23/2022 12:26:09 PM
<br />SD2.0
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