|
Sl-2
<br />I BY-PASS SGD
<br />SW
<br />POCKET SGD
<br />S14
<br />ENTRY DOOR
<br />S1-5
<br />GARAGE DOOR
<br />81.11 1 SHOWER CURB
<br />81.12 SERVICE DOOR
<br />Sl 13 NON -LOAD BEARING GARAGE STEP
<br />SI-18 IP0CKETSGD
<br />S1-19 STEMWALL FTG W/ BRICK VENEER ON CONCRETE BLOCK
<br />SI-20 STEMWALL FrG W/ BRICK VENEER ON WOOD FRAMING
<br />S1.21 TERMITE TREATMENT SOIL CHEMICAL BARRIER METHOD
<br />S122 TYP. RETROFIT FILLED CELL
<br />SI.23 TYP. NEW MASONRY RETROFIT
<br />81,I4 I A>&x7LOFrr " WN
<br />8125 COMPONENT & CLADDING DESIGN PRESSURE TABLE
<br />Si-26 REINFORCING BAR LAP SPumtrYP. #5 STANDARD 90a HOOK
<br />SI.27 RWD SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />SI--28 TYPICAL BEAM TO CMU WALL CONNECTION
<br />1
<br />10EX CONTINUES AT S24
<br />20 FRAMING
<br />6D
<br />4" THICK CONC SLAB W/ 6X6 W1.4xWIA WWM (2) ROWS 20 BLOCKING
<br />OR FIBERMESH.
<br />0 THIRD POINTS. (1) ROW
<br />08' WALL U.N.O.
<br />U2V ANCHOR BOLTS
<br />2X4 STUDS (a} I& OC W/
<br />24" OC W/2"Ox3/1
<br />R-13 NNSUL 2X4 PT BOT. PL
<br />PLATE wASHBR TYP OR
<br />SIMPSON MM M► DISILL
<br />64I
<br />NOTE:
<br />HILTI 1/2"0ANCHOR-(O4xOCW/ CK YT
<br />W/8M@EMBEDI= MBOLBE II
<br />USED IN LEU OF ANCHOR BOLTS
<br />SIMPSON SPi 0 BOTTOM
<br />OR UAL.
<br />OF EACH STUD
<br />ELEv
<br />T
<br />6 MM VAPOR'
<br />BARRIER
<br />GARAGE SLAB:
<br />BXSXis CMU 4"THICKCONC. SLAB
<br />W! 6X6 10/10 WWM
<br />8" X 1'-4" FOOTING BA 6 MIL VAPOR
<br />BARRIER
<br />W/ (2) #5 RODS CONT.
<br />LOAD BEARING GARAGE STEP
<br />(SEE TYPICAL LOAD BEARING INTERIOR WALL FOR
<br />ADDITIONAL DATA (S2-9)
<br />STEEL SERVICE
<br />DOOR
<br />ALUhlDR M
<br />THRESHOLD
<br />SET IN CAULK
<br />6 MIL VAPOR'
<br />BARRIER .
<br />8X8X16 CMU
<br />4" THICK CONIC. SLAB W/ 6X6
<br />W1.4xW1A WWM. OR FIBERMESH
<br />NOTE: INSET TRACK
<br />WALL BEYOND FROM FACE OF BLOCK:
<br />5 M" -2 DR TRACK
<br />7" - 3 DR TRACK
<br />F 9" - 4 DR TRACK
<br />--- -- .------ ---- � I
<br />6 MIL VAPOR' I I
<br />BARRIER Al 11
<br />4• CONIC SLAB
<br />W/ 6X6 10/10
<br />8X.8X16 CMU WWM
<br />17,
<br />8" X P-4" FOOTING W/ (2) #5 RODS CONI.
<br />BY -PASSE S
<br />4" THICK CONC SLAB W/ 6X6 W1.4xW1.4
<br />WWM OR FIBRRMRSH.
<br />ENTRY COOR OPTIONAL
<br />TILE - REFER TO
<br />ALUMINUM / COLOR SHEET FOR
<br />THRESHOLD SET C THICKNESS
<br />N FULL BED
<br />OF CAULKJill
<br />�
<br />STRUCTURAL NOTES
<br />NOMINSEITTRACK
<br />1 FROM FACE OF
<br />1) CODES;
<br />BLOCK:
<br />517-2DRTRACK
<br />1.1 FLORIDA BUILDING CODE RESIDENTIAL 2014, 5th Edition
<br />SEE SHT 7
<br />FOR CURB
<br />r :4�
<br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI318-LATEST).
<br />1,•
<br />DIMENSION
<br />IRACK
<br />1.3'MANUAL OF STEELC❑NSTRUCTION, ALLOWABLE STRESSDESIGN',BY THE AMERICAN INSTITUTE❑F STEELC❑NSTRUCTIDN,
<br />WWF
<br />LATESTEDITION.
<br />N
<br />1ap'"s
<br />1r4'1)ESIGN SPECIFICATIDNFOR LIGHT METAL PLATECONNECTED WOOD TRUSSES'BY THE TRUSS PLATE INSTITUTUTPI)
<br />LATESTEDITION.
<br />2)DESIGN CRITERIA;
<br />_ _____ _-__ _______•
<br />a
<br />2ADWELLING FLOORS -40PSFLIVELOAD +15PSFDEAD LOAD.
<br />�
<br />2.2BALCONIES-60PSFLIVELOAD +15PSFDEAD LOAD,
<br />2.3ROOF OVER LIVINGAREAS-20PSFLIVELDAD, 17PSFC7PSFT/C& 10 PSFB/CXIEAD LOAD FOR SHINGLE RO❑FS;25
<br />MILVAPOR
<br />BARRIER
<br />1 #5 ROD COW
<br />' _4 2 J5 RODS
<br />PSF(15PSFT/C& 10 PSFB/C)DEAD LOAD FOR CONCRETE TILERDOFS.
<br />s MIL VAPOR
<br />B
<br />2.4WIND-139mph3SECOND GUST EXPOSURE'B' CATEGORY II,ENCLOSED BUILDING.
<br />axaX16 CMU
<br />•
<br />I S
<br />8" MONO FOOTING 16
<br />NON -LOAD BEG BI-PASS S.G.D.C17'
<br />2.5NET UPLIFT LANEAD LOADS 10 PSFSHINGLADD NG PRESSURE,
<br />2.6SEEFLOOR PLAN FOR COMPONENT &CLADDING PRESSURE.
<br />'
<br />/
<br />3)SOIL;
<br />8" X 1'4" FOOTING
<br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE2000PSF.
<br />1"MIId.AIRSPACE
<br />1"IuSPACE
<br />3.2ALL SOILISTO BE CLEAN & POISONEDF❑R TERMITESPER FBC RESIDENTIAL 2014, 5th edition
<br />s"c.M.u.TYPIc
<br />snvrnsoNBTBTrns
<br />STUD�W
<br />�'�'
<br />4)C❑NCRETE;
<br />POCKET S.G.D. r
<br />SMWNW RXUCK TIES
<br />g24"OCHORTZONTAL
<br />BRICKVENEER
<br />16" OC VERTICAL
<br />AN1�24"OCBORiZONTAL
<br />BRICK VENEER
<br />4.1 CONCRETE COMPRESSIVESTRENGTHAT 28DAYS; 250CPSI(NDRMAL WEIGHT).
<br />AND16'OCVBR11CAL
<br />WEEP HOLES@
<br />4.2REINF❑RCINGBARS; ASTM A615(GRADE 40),
<br />24"OCTYP
<br />WEEP H�°�@
<br />4.3WELDED WIREFABRIC(WWF)1 ASTM A185.
<br />4.4DETAILEDREINF❑RCEMENT IN ACCORDANCE WITH ACI 315,
<br />- -
<br />4.5CONCRETE COVERAGE OF REINF❑RCEMENTL FO❑TINGS3.'BOTT❑M AND SIDES.
<br />-
<br />ba
<br />4.bff'AIt tm tUri 1oRT€DtLA]I'1S1(INt LUTJINt3 EXTERIOR WALK AND DllllVESLAD'S)IIII.9"T14tCpK MINI, Mr-INFORICED W€iyK&��/1 R4 7f
<br />VT
<br />--
<br />N
<br />W1.4 WWF AT MID-DEPTHOF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTDR'S OPTION.
<br />4"TMCKCONC SLAB W/6x6W1.4aW1.4
<br />_
<br />4.7CONCRETING OPERATIONS SHOULD COMPLY WITH ACI STANDARDS
<br />WWM OR FIBERMESH.
<br />-
<br />8X8X16 CMU
<br />4.8LAP SPLICESHALL BE AS FOLLOWS;#SBAR 25'#4BAR 20',#3BAR 15'
<br />8" CONIC BLOCK (BEYOND
<br />GARAGE
<br />W
<br />j
<br />-
<br />"
<br />TROWEL FINISH
<br />8X8X16 CMU
<br />" "
<br />TROWEL FINISH
<br />43CONCRETE SHALL BE PLACED WITHIN 90MINUTES OF BATCH TIME OR AS REQ D BY SUPPLIER.
<br />DOOR
<br />EXPANSION JOINT
<br />6MILR
<br />I
<br />La
<br />SEAT
<br />,�
<br />SEAT
<br />4.104.lOSLUMP RANGE 4'T❑ 6'FOR FLAT 8'-11W/MORANGE WATER REDUCER FOR LINTEL POURS.
<br />BARRIER/
<br />T
<br />\
<br />(I) 95 ROD
<br />4.11 PR❑VIDEPROPERLYTIEDSPACERS�CHAIRS,BOLSTERSAS REQUIRED. SE PLASTICTIPLEGS ON ALL EXPOSED SURFACES.
<br />DRIVEWAY
<br />s"X1�7"FOOTING �
<br />8"Xr7"FOOTING
<br />4.12PRDVIDEPROPERCLEARANCE-3'FOOTINGS,1,5'C❑LUMNS & BEAMS
<br />„
<br />r
<br />W/ (2) #5 RODS CONT.
<br />W1 (2) #5 RODS CONT.
<br />4.13RESTRICTTHE ADDITION OF MIX WATER AT THE JOBSITETO NOT ADD WATER WITHOUT THE APPR❑VALOF THE SUPPLIER.
<br />--�_
<br />_ _
<br />5)MASDNRY:
<br />• �
<br />^
<br />NON -LOAD BRG POCKET S.G•D.
<br />18
<br />STEMWALL FOOTING W/BRICKnjq
<br />STEMWALL FOOTING W/BRICK 2
<br />O
<br />5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONSIF THE NATIONAL CONCRETE MASONRY ASSOCIATION
<br />AND ACI530-LATEST.
<br />NM VAPOR' I 6NflLVAPOR i ; VENEER ON CONCRETE BLOCK VENEER ON WOOD FRAMING 5.2MINIMUM MASONRY UNIT STRENGTH: FM 1350PSI,
<br />BARRIER BARRIER
<br />� 5.3MDRTAR SHALL BE TYPES.
<br />(1) #5 ROD CONT. 1.) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 5.4ALL BLOCK CELLSAND CAVITIESBELOW GRADE SHALL BE FILLEDWITH CONCRETE WHEN STEM WALL ISGREATER THAN 24'
<br />axaxls CMU Bxsx16 clvlu 2.) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPASION STRIP EXTENDS TO SILL. TALL ABOVE GRADE, FOR STEM WALLS TALLER THAN 40'CONTACT ENGINEER.
<br />3.) SET A FULL MORTAR BED JOINT, APPLIED TO SILL 5.5FILLCELLSSHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN,
<br />8" X 1'4" FOOTING � � � 8" X 1'4" FOOTING � " " 5.6LINTELSSUPPLIEDBY APPROVEDMANUFACTURERI
<br />Wi(2)#sRODS CONT. EN'TRYDOOR w/(2)#SRODS CONT. GARAGE DOOR/� 4.) SET LOWER COURSE OF BLOCK, MANTAIN A UNIFORM JOINT WIDTH OF 1/4 PLUS OR MINUS 1/8 . ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. STEEL TOOLS 1)FECP/CAST-CRE1®RP❑RATION 2)P❑WERC❑NCRETE 3)ALLIEDPRECAST
<br />(� - 5 MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUNNER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR 4)LOTT 5)WEKIA 6)MARIDN MASONRY
<br />/ OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO 6)W❑OD;
<br />4" THK CONC SLAB
<br />W/ 6X6 W1.4 X W1A
<br />WWM OR FIBERMESH
<br />6 MIL VAPOR
<br />BARRIER
<br />PDST BEYOND
<br />(SEE FLOOR PLAN FOR
<br />SIZE AND LOCATION)
<br />L4..-_12..---1_ \
<br />2 15 RODS 6 MEL VAP0Rj.
<br />BARRIER 4
<br />12" MONO. FOOTING •7
<br />.LUMiNUM SCREEN
<br />NCLOSURE
<br />GRADE
<br />L V Nun
<br />GRADE BEAM 1O
<br />4" TRICK CONC SLAB W/ 6X6w1.4xW1.4
<br />WWM
<br />2X4STUDS
<br />16.00 W/ R-111NSUL
<br />W/ 2X4 PT BOT. PLATE
<br />ELEV
<br />ow
<br />6 MIL VAPOR' ` I
<br />BARRIER GARAGE SLAB:
<br />4" 8" 4• THICKCONC. SLAB
<br />W/ 6X6 10/10 WWM
<br />rx ON 6 MIL VAPOR
<br />MONO FOOTING BARRIER
<br />W/ (1) 15 ROD
<br />SERVICE DOOR 12 NON -LOAD BRG GARAGE STEP Dp
<br />WATERTIGHT PAN -
<br />E aIM VERTICAL 2"
<br />PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 6.1 WOOD STRUCTURAL FRAMING MEMBERS; #2SOUTHERN YELLOW PINE (UNLESSN❑TED ❑THERWISE)WITH AN ALLOWABLE BENDING
<br />5.) INSTALL PANEL REINFORCING ON 24(11CH CENTERS HORIZONTALLY - 16 INCH CENTERS FOR THINLINE SERIES GLASS BLOCK AND SOLID GLASS BLOCK UNITS AND IN STRES9FbPERNDS-LATES-F--1250PSIAND A MODULUS❑FELASTICITY=1,600,00(PSIEXCEPTSTUDS WHERE SPFSTUD❑R
<br />JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORES.) RUN REINFORCING CONTINUOUSLY FROM END CONSTRUCTION GRADE MAY BE USED. TOP PLATESSHALL HAVE NO OCCURRENCE OF SPLITSQHECKS AND SHAKES.
<br />TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH 6.2DESIGN,FABRICATE AND ERECT WDOD TRUSSESIN ACCORDANCE WITH THE 'DESIGN SPECIFICATIONFOR LIGHT METAL PLATE
<br />4"TBKCONC SLAB REINFORCING, INSTALL REINFORCING AS FOLLOWS: CONNECTED WOOD TRUSSESIN ACCORDANCE WITH THE 'DESIGN SPECIFICATIONFOR LIGHT METAL PLATECONNECTED WOOD
<br />W/ 6X6 W1.4 X WIA TRUSSESBY THE TRUSSPLATEINSTITUTEEATESTEDITI❑N HIB-LATESEDITI❑NAND QST-LATESEDITI❑N.
<br />!� WWM ORFIBERAffM 5-A.) PLACE LOWER HALF OF MORTAR IN BED, JOINT, DO NOT FURROW.
<br />6.3ALL EXPOSED WOOD OR WOOD #1 CONTACT WITH EARTH OR CONCRETE TO BE PRESSURETREATED,
<br />5-8.} PRESS PANEL REINFORCING INTO PLACE.
<br />/ 5-C.) COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH, DO NOT FURROW. 6.4R❑OF SHEATHING' (APARATED EXPOSURE;) .5'PLYW❑❑D DR 5/8(7SB MINIMUM SHINGLESOR TILE
<br />GRADE 6.5UNTREATED WOOD SHALLN❑T BE IN DIRECTC❑NTACT WITH CONCRETE. METAL SEATPLATESR❑❑PING FELTOR BITUMIN❑US
<br />6. PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. ,
<br />MATERIAL SHALL BE PLACED BETWEEN ALL TRUSSES LVL'SANY OTHER UNTREATED LUMBER ❑R PLYWOOD AND CONCRETE OR
<br />7.) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. MASONRY SURFACES.
<br />8.) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO 7)MICRO-LAM LUMBER;
<br />• THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. 7.1 MICRO -LAM STRESSGRADES SHALL PRDVIDETHE FOLLDWING MINIMUM PROPERTIES;
<br />(REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) E=1,700,000PSIFb= 2,95OPSIFt=1,850PSI
<br />9.) AFTER FINAL MORTAR SET. (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR Ft= 50OPSI(PERPENDICULARFc= 2,700 PSI(PARALLEL)Fv= 288SI
<br />L'-4
<br />. 2 15 RODS SEALING. 8)STEEL
<br />ee % 10.) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 8.1INSTALLATI❑NOF ALL STEELTO BE PERFORMED BY AN EXPERIENCEDQUALIFIEDSTEELERECT❑R.
<br />16 MONO. FOOTING 8.2FABRICATEAND ERECTALL STRUCTURAL STEELIN ACCORDANCE WITH A.I.S.C. SPECIFICATIOWOR THE DESIGN,
<br />8 11.) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING FOR WINDS SPEEDS UP TP 110 MPH, PER PITTSBURG CORNING RECOMENDATiONS FABRICATION,AND ERECTIDNOF STRUCTURAL STEELFOR BUILDINGS'.
<br />FOR INSTALLATION OF GLASS BLOCK. SPECIFICATIONS FROM PITTSBURGH CORNING CORPORATION PUBLICATION GB-185 30M REV.11/89 8.3STRUCTURALSTEELy4STM A36.
<br />GLASS BLOCK REQLJIltEMEIVTS ran 8.4STEELTUBING, ASTW A500,GRADE B.
<br />G7 8.5WELDED C❑NNECTIDNS; E70XXELECTRODES,MINIMUM SIZEFILLETWELDS 3/16%WS CERTIFIEDWELDERS. CERTIFICATION
<br />/4"X4•CONC CUM PAPERST❑ BE SUBMITTED UPON REQUEST.
<br />cROUr 8.6WHERE STEELBEAMS ARE CONTINUOUS OVERCOLUMNS, PROVIDEWEB STIFFENERDLATESON EACH SIDE❑F THE WEB OF A
<br />CERAMIC �IMG KD-IM T/ i15 �• THICKNESSEQUAL TO BEAM FLANGE THICKNESS,LOCATED AT THE CENTER LINE OF THE COLUMN.
<br />TBE NDTE1 ITISTHE CONTRACTORS RESPONSIBILITYFO REVIEWALL DRAWINGS BEFORE CONSTRUCTION BEGINS, ALLTECH STRUCTURAL
<br />-� ENGINEERING INC. ISRESP❑NSIBL07OR THE STRUCTURAL INTEGRITYOF THISPR❑JECTONLY. ANY DISCREPANCY BETWEEN FIELD
<br />DRULa/4":6•MIN.HOIB 771 1_ CONDITIONS, OTHER DESIGN PR❑FESSIONALSSH❑P DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESESIGNED AND
<br />SRr BAR IN BB.TI BY-150 EPW to. EM W/ (1)15 cm. SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF ALLTECH STRUCTURAL ENGINEERING INC. PRIOR TO THE
<br />COMMENCEMENT OF CONSTRUCTION.
<br />KELLY E. LYONS, P.E. #56191
<br />t #5 ROD
<br />6 Ma VAPOR
<br />BARRIER
<br />SHOWER CURB 1 1
<br />4•TEWXCONIC SLAB W/6D WI&WIA
<br />WWM 2X4 STUDS @ 1e OC W/2X4
<br />1/2"OANCHORBOLTS PT BOTTOM PLATE
<br />a@24"OCW/2"Ox3/16" SIMPSON SP1 @ BOTTOM OF
<br />PLATE WASHER TYPICAL EACH STUDm 1 m kn mm Rix BOLT II
<br />8" MIN. [ MAYBE
<br />USED IN LEIU OF ANCHOR BOLTS
<br />•-4
<br />6 MIL VAPOR 16'Xi2'
<br />BARRIER MONO FOOTING
<br />W/ (2) /5 RODS
<br />INTERIOR LOAD BEARING WALL FTG
<br />(SEE TYPICAL INTERIOR BEARING WALL FOR ADDITIONAL ;14
<br />DATA (S2-9)
<br />Component & cladding design pressure table
<br />(139 mph, 3 sec. gust, 2.1/12 to 6.9/12 pitch, exposure B, height = 0 to 30 feet,
<br />(enclosed) (ps f), CAT. H.
<br />Tributary area (ft ) 2
<br />Roof
<br />Wall
<br />(gcpi=+/- .18)
<br />(gcpi=+/- .18)
<br />10
<br />21.8 -89.3
<br />37.9
<br />- 5 0.7
<br />20
<br />20.0 -83.5
<br />36.2
<br />-47.3
<br />50
<br />17.3 -75.5
<br />34.0
<br />42.8
<br />100
<br />15.4 -70.0
<br />32.2
<br />-36.1
<br />500
<br />15.4 -70.0
<br />28.3
<br />-31.5
<br />1 For effective areas of wind speeds between those
<br />given
<br />above the load moy Ise interpolated, otherwise use
<br />+ h e
<br />GRAGEDOOR
<br />load associated wit4-1 The lower effective area.
<br />9'
<br />33.3/-37.7
<br />0
<br />2 Table values are adjusted for exposure and hight.
<br />16'
<br />31.9/-35.6
<br />z
<br />3 Plus and minus signs signify pressures acting -toward
<br />and away from the building surfaces,
<br />COMPONENT & CLADDING DESIGN PRESSURE TABLE
<br />fhx72 �MLV
<br />EMMG U-BLOCK UNTM
<br />FELL CEU FULL E GHT WI
<br />]NON-SERRX;ROUT
<br />NEW #5 REBAR VBRnCAL
<br />IN FELM CELLL.
<br />SIMPSON MTS 18 W/
<br />(4) 1/4" % 1 1/2" TAP -
<br />CONS INTO TIE B
<br />::-
<br />Noticeoftermiteprotection.Apermanentsignwhichidentifiesthetermite treatmentproviderandneed for reinspection
<br />RErR ufl� >� R? NO> ca
<br />r
<br />= '�'
<br />and treatmentcontractrenewal shall be provided. The sign shall be postednear the water heater or electricpanel.
<br />q
<br />CELL 6" EMBEDMENT INTO
<br />Protectiona ain.stdeca and termites. Cdensatelines and f doutsssc hall dihar eat least 1 foot 305
<br />g y onr000wnsP g
<br />EWMG ThM" AND FW17f(
<br />mm) away from the structuresidewall,whetherby under groundpiping, tail extensions,or splashblocks. Gutterswith
<br />downspoutsare requiredon all buildingswith eaves of less than 6 inches (152 mm) horizontalprojectionexcept for
<br />#s x n• Et�DBD IINTO
<br />5 xts' REBAR DOWEL INiO
<br />a
<br />g able end rakes or on a roof above anotherroof.
<br />EXISMG FOOTING
<br />G MASONRY W/ HILT!
<br />C-20 SYSTEM Q 12" O.C.
<br />:'.x.
<br />R318.1Termiteprotection.Termiteprotectionshallbe providedby registeredtermiticides,includingsoil applied
<br />DR111 34"xr MIN. HOLE
<br />>sanNG
<br />pesticides,baiting
<br />M BAR 0MM HY-150 VW
<br />FOOTING
<br />systems, and pesticidesappliedto wood, or other approvedmethodsof termiteprotectionlabeledfor use as a
<br />preventativetreatmentto new construction.See Section202, RegisteredTermiticide.Upon completionof the
<br />71
<br />applicationof
<br />FOOTW O.
<br />the termiteprotectivetreatment,a certificateof complianceshall be issuedto the buildingdepartmentby the licensed
<br />pest controlcompanythat containsthe followingstatement: "The buildinghas receiveda completetreatmentfor the
<br />NEW WALL
<br />EIIISTIING WALL
<br />prevention of subterraneantermites. Treatmentis in accordancewith rules and laws establishedby the Florida
<br />RETROFIT-MTS
<br />Departmentof Agriculture and ConsumerServices."
<br />BS13fDNG F007ING
<br />R.318.1. lIf soil treatmentis used for subterraneantermitepreventionthe initial chemicalsoil treatmentinside the
<br />foundationperimetershall be done after all excavation,backffMingand compactions complete.
<br />IE 318.1.21f soil treatmentis useld for tsubtfexx"area disturbedafter initial chemical soil
<br />TYP. RETROFIT FILLED CELL 22 TYP.NEW MASONRY RETROFIT 23 treatmentshallbe retreatedwitha chemicalsoiltreatment,mcludingspacesboxedor formed. for
<br />R318.1.3If soil treatmentis used for subterraneantermiteprevention,space in concretefloors boxedout or formed
<br />the subsequentinstallationofplumbingtraps, drains or any otherpurpose shall be createdby using plastic or metal
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />Ila¢ardot bodtare. )t fdamilLg elvi ea cavddeed � horaare laoafbns reping �h tti®g mderbac
<br />i� h � � aaiiLg apor esem168es ore ponds h sday as N(da aoset Boar aeel�bies
<br />S 6loefng h dam dooLa
<br />4.61aig h maned asiLg4g doors
<br />5• h doom WA mclown a hot M& ftli000b, commas, dean room, leobdbe and dares
<br />& Glaehg In MW bled VeAk pffd a*oed a the added agaM d the Ilkffi�i151h as 24-M (610 ma)tax4 of vallool edge d the door
<br />to dosed podSm ad Were h bottom opoeed edge d be glm* is ter i1a160 hd O 104 mmthe ddrg mhos
<br />7. hen iLdeiird bled a apaile paLd olba bore b )tor bcetioa deeabed h preoedLLg pent 5 oed l'6 rNdv meet d of be fak*4 wLdibar
<br />7.1 am d a idid8ed pore yaa6r ba 9 apan bek
<br />72 bdtam edge ter ba X hdia car do Arr,
<br />7.3 Fipoeed ta0 edge gaYr la 36 how Am be ba; and
<br />7.4 On or more wdhg ar*4 dhie A bdto bwbmtdy of be pone of Nt 0s4
<br />& G ag h gaerde a W r *oftd WmW pads and LLaLdrAW irlil pads, r"wdea of area or hot above a dtq arkm
<br />!L Glaetg In de ad bra endoefeg boor ar atdoor aLimby pock hot his oW apor ihn d of Vie UnI g w dlions ore p oomt
<br />At The bottom edge of be #oft a be pod a epo ebb to br No 60 bdo above a rddmg ache a the pod or spo dh of It Oft and
<br />U lie 1da6 b e16aa 60 Mw haiaaady of be voter's edge of a rsbmd q pod or qm
<br />IWo* adjwd b ddw^ bd p ad rape vN6 36 Ma hwhowtdy of o mtlig wboe; d a it e,paaed eaW of the gbm b ter go 60 Wo dao the Aide
<br />of the od; w eeliLg earfeos
<br />IISR g odpoat to *11" Ohio 60 baba hor md* of the bottom tad d a sbimay It my *oft she fit eq mW arboe of the glom is bth m e 50 babes above the
<br />Lam of the treed
<br />REQ'D SAFETY GLAZING IN HAZARDOUS LOCATIONS �^
<br />permanentlyplacedforms of suf-icientdepthto elimi„ateany plannedsoil disturbanceafter initial chemicalsoil
<br />2 - 1/2"an, 1-BOL7S
<br />treatment.
<br />W/ NUT & HASHER
<br />OR EQUAL
<br />R318.1.41f soil treatmentis used for subterraneantermite revention,chemicall eated soil shall be protected
<br />;AM -SEE PLAN
<br />with a minimum6 millimetervapor retarderto protect against rainfall dilution. If rainfall occurs before vapor retarder
<br />\
<br />placementretreatmentis required.Anywork, includingplacementofreinforcingsteel, done after chemical
<br />CONCRETE FILLED CELL W/
<br />treatmentuntil the concretefloor is poured, shall be done in such manner as to avoidpenetratingor disturbingtreated
<br />0 1 #5 VERT. M14.
<br />soil.
<br />R318.1.51f soil treatmentis used for subterraneantermiteprevention,concreteoverpouror mortar accumulated
<br />alongthe exteriorfoundationperimetershall be removedpriorto exteriorchemicalsoil treatment,to enhancevertical
<br />penetrationof the chemicals.
<br />USPNFM11HArTGEROR
<br />R318.1.6[f soil treatmentis used for subterraneantermiteprevention,chemicalsoil treatmentssha.11 also be applied
<br />CUSTOM STEEL BEAM HANGER INSTALLATION
<br />underall exteriorconcreteor gradewithin 1 foot(305 mm) ofthe primarystructuresidewalls.Also, a vertical chemical
<br />wj 5 - 1/2"0 AW THRU
<br />ER
<br />BOLTS W/ NUT &WASHER
<br />barrier shall be a lied rom tl afterconstructionis com leted,includin iiutiallandsca in d
<br />PP � P P Y P 8- PP- �n
<br />10aNARSTOFRLEV13RYHOLE. (2) SrO HOB
<br />irrigation/sprinMerinstallation. Any soil disturbedafterthe chemicalverticalbarrieris appliedshallbe
<br />/,• 6 112"
<br />S
<br />promptly retreated.
<br />R318.1.71fa registeredtermiticideformulatedand registeredas a bait systemis used for subterraneantermite
<br />2.
<br />prevention,SectionsR318.1.1 throughR318.1.6 do not apply;however,a signed contractassuringthe installation,
<br />L 3/8"X49 "
<br />maintenanceand monitoringof the baiting system for a minimumof five years from the issue of the certificateof
<br />0
<br />0
<br />occupancy shallbe providedto the buildingofficialpriorto the pouringofthe slab, and the systemmustbe installed
<br />°
<br />°
<br />prior to final buildingapproval. If the baiting system directionsfor use require a monitoringphase prior to installation
<br />° 0 1/4" TYP.
<br />ofthe pesticidea.ctive ingredient,the installationof the monitoringphase componentsshall be deemedto constitute
<br />N0 M4*XwSHKPL
<br />installation ofthe system.
<br />IW BE PL
<br />R318.1.8If a registeredtermiticideformulatedand registeredas a wood treatmentis used for subterraneantermite
<br />5" ERA nT.
<br />prevention,SectionsR.318.1. lthroughR318.1.6do not apply. Applicationof the woodtreatmenttermiticideshall
<br />1 2
<br />be as requiredby label directionsfor use, and mustbe completedpriorto final buildingapproval.
<br />LVL NO. PLYS H W
<br />R318.2Penetration.Protectivesleeves aroundmetallicpipingpenetratingeoncreteslab-on-gradefloors shall not be of
<br />11 1/4" s 11 1/8" 5 1/8"
<br />11 7/8" 2 12 U8" 4 1/8"
<br />cellulose-containin�e��terialsand, if soil treatmentis used for subterraneantermiteprotection,shall receive
<br />�'-'-".
<br />FABRICATION
<br />F AB R I CATION 11 7/8" 3 12 1/8' 5 7/8"
<br />applicationof a termlticidein annular space betweensleeve and pipe.
<br />(FOR CUSTOM HANGER)
<br />TERMITE TRATMENT
<br />TYPICAL BEAM TO CMU WALL CONNECTION
<br />SOIL CHEMICAL BARRIER METHOD 21
<br />28
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<br />STEMWALL
<br />TYPICAL
<br />SINGLE STORY
<br />WALL DETAILS
<br />
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