|
9 =RAL N(, T56s
<br />1141$ WWI G M6'" p0l TO COW-CM TO THR FLORIDA eutol tt3 CODE 240L
<br />AR+ZAY 113G; ors A 90016TFRE l- fDN$P. FIGR►DA pROF6410NAL OTRUGrJRAI-
<br />R siNI R Arll , HA6 APPLIED A ATIIONAL ANALY616' FOR " STRUCTURAL DESIGN
<br />CIF TH18 SfRUCTUR :'
<br />T1R QURDlNO I f NCCU,DIf4 ALL COMPONENT✓# AND Gl..A00IW4 SHALL Oil DESIGNED FOR THE
<br />FOLLOWING 6UPES IA IP08Ft3 lOAE b
<br />FLOORS,
<br />LJYI# LO.AG6 . - 40 P.B.P.
<br />DEAD LO#06 - 10 P.S.P.
<br />(GARACaS e"O,
<br />uylt WAD$ 30
<br />DEAD LOADS - 10 P. &F
<br />ROOF, ,
<br />LIVO ILOAD9 (TRVO TOP CORQ)i - 20 P-6-F,
<br />04A13 LO Ap6 [TRUE+} : TOO GORQ) - 1O P.O.F. 16 P.S.P. u4EN TILE ROOF INSTALLED
<br />W ill LOAD (TRUg4 13Ottcft CORo) - 10 P.b,F.
<br />WINDS A66 TRU66 60.0 WEIGHT ( DEAD LOAD) - 1 P.b,F,
<br />O 16 DESIGNED TO CONFORM TO ASCII 1-98, CHAPTER 6, PER FLORIDA OU4D1NG
<br />CODS 200 16L:CTiON 1606.11
<br />WIND DESIGN AOUMPTION6,
<br />E3t,11L - DNG DCP08tRS - D
<br />OU'LONd IMPORTANCE# FACTOR • 1,0 ( CATEGORY II )
<br />MEAN ROOF WEIGHT 30' OR LEO
<br />1-1061-IT t M00"S AOJUST11 "EFFICIENT . LO
<br />E?4CLOSE� BLIILD�4l3
<br />INTEFRNAL PRESS81iRES COt3�KcIENt r , / - 0.18
<br />6E�j WIND SPEED INFORMATION 6TATE:i,1 ON PLANS
<br />TYPED D CON617RUctION
<br />801131ARING� CQMt�ACTION:
<br />T14E Et PLANS IVES DRAWN 10" UPON AN ALLOWABLE SOfL efeARING CAPACITY OF
<br />2000 P.9.p.(: MiNI'I"1UM ) TH13 CONTRAGTOWPROPERTY OWNER 4 RESPON61BL3 FOR VERIFYING
<br />THAT TH,JO 0014 ON T'HS SITT! 16 FROPR;n.Y PREPARFD AND COMPACTED SUCN THAT IT CAN
<br />SUPPORT A 2GOO P,A.P. FO"ATION LOADING
<br />ARKAY E: , IGINEERIN4 6t4, A RJE016TEERM LlIM690 FLORIDA PROFESSIONAL 6TRUCTURAL
<br />ENGRfgR{NQ COMPANY, 0E;6.Ka 4f0 ti-108 FO"ATION6 WITHOUT VINTNG THS CONSTRUCTION
<br />614 NOR PEAiFORMIN4 ANY SOIL tE6tNO
<br />AE7KAY E74 NEE RN4 NC SMALL NOT SE RE8PONSIMA FOR THE SITS 601L A131LITY TO 6UPPCRT
<br />TF4E BUILDIN4 LOADS
<br />F01�IND�tION 4 8LA�3 - ON• GRADE NOtEB :
<br />VWL011)4, $ITO SHALL E'l 6CRAF'ED t0 RE 10 ALL ORGANIC MATERIAL& -
<br />ANY ADpIt10NAL FILE. PI.AC 0 QN " pUII..DRJG PAD AREA 6HAL.L 158 COMPACTED
<br />$UCH r,(At It CAN A06aJAT,E1.Y 6UPPORT A 2000 P.$.F, FOUNDATION LOADNG, SLA13
<br />6HAI.E. 08 PLAC$ OYFR A DE 6 MA- VAPOR OARR ON CLEAN A OUATELY COMPACTED
<br />AND TE IOw i # p01801'40 601L
<br />CONGnuE UTI I IN F4"ATIO AND 6LAH8 SHALL 14AYS A MINMUM 26 DAY
<br />COMPR�864vE QtRE;�lQP� LEES P.g F
<br />REINFORC14 6tEEL $14ALL Oil GR�IS 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />u A6M i► - lb. . UHFRB AglQU SHALL OR A MINIMUM OF 13' FOR
<br />03 RWAR , 30 RR AR f1 W FOR 41 REOAR
<br />PLANE ARE;# 04!!i1yE EP "A MAX IM( dtIOMWALL HS*Ht OF 4 COUR60 ( AFTER
<br />FI NAL" 61to ORADW4) *B CONTRACTOR OFD 6UIWN4'OWNEi WALL DOTERMNll THIS
<br />EDW,T STOVALL 1 - I9*141 SA46 UPON SITS COkl;IJl10N6 PR1CR TO PgANG THS FOUNDATION
<br />AND CONTACT ARKAY ENGINE.! RN4 WHEN MORE THAN 4 COUR68 ARE REQUIRED
<br />A FOUNDA - %AVS`C 6HAL). 06 PERFORMED AND A COPY QP THE SURVEY 6HALL 53 ON SITS
<br />FOR THE! E6 [NQ 1N6PE4TO,R0 USE. OR ALL PROPERTY MAIkkM6 SHALL E611 O(PO6ED AND A
<br />STRING 6TRECTED FROM MAPKOk TO MARKER TO VERRY RWUIRED 60 SACKS
<br />MASONRY WlALL6s
<br />CONCROT11 MASONRY UNEt &HALL. BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C -90
<br />AND 614AL1, HAVE MINII.1Uti P'M OF IWO P,91.
<br />MORTAL 614AE.L CONFORM TO A6TMG -110 AND SHALL 153 EITHER TYPE M OR 6
<br />REIN"CIN0 QTEE L 6HAEl. 811, .6RApRI 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH AbikA*o LAP $PLIGE6 WE�+E� REEQUI $HALL ON A MINIMUM OF 21." FOR 0 3 RFESAR
<br />30' FOR 0 6 RE 0AL3 ANEW 3i' $00 01 RFOAR.
<br />GROUT FIp THR PpURF,.P 6E46 AEA LINTM6 61-IIALL► HAVES A MAXIMUM COURSE AGGRE=GATE &Z8
<br />OF 3/9r Pl.AGE0 ,AT # to II 1t� &UM1b ANO HAYS A MINIMI.M 26 DAY COMPRESWO STREN ITH OF
<br />2000 0,611 I,.PM TE9TE:D PEA A6TH C -10191
<br />PR CLOM OUT QPE�4WSO ( 12 6GL IN. ) N CE°.I,L6 CONTAINING 6PL F0 REINFORCEMENT. WHEN
<br />T141 GROUP PoE.IR lb(C M6 6 FESt N 140GHT
<br />ROOFING, 4 F LAS14INO3 s
<br />RQOFIN4 6Y6TW 4O.F BNQ � AT,ATEq' S E IN PLAN UST CONFORH TO CHAPTER 1$ OF THE FLORIDA
<br />E 1E p1�IO �OE».VIOL E t11C� 6P �F14 68CT10N 1°0'1 CQ1itRACtQR OR OWNER MNbf PROVIDE WITH
<br />,bPECtF1C,r lI:'ROOI,IC1 NFO�t'tATi4N pETA1 N6TAL1.A1•l N co PRODUC TO MEHT WIND DESIGN6
<br />o� TTale3 61�f or GtRA4UINGd,
<br />Time ,Et� MATE 'RrAO .t
<br />ALL Til �t R$ MAtgtAl, ,;ORAEJ, 69 AS FOLLOWS
<br />LYL 001 i1$ QNALI ( W- HCALRI6T9A WL MATERIAL6 MANWAGTURE D ELY 7RU$S JOIST
<br />PIAEMIK C � ��
<br />E.UML6 l �.IZ pE. E TOM ijIATE*, TO1P #L.ATI*8 POST, 6TUp6 PACKS AND QLAM6
<br />11- E�Ed •1 1fi� L.QSL/ PIN (ON" EiE# �rEl
<br />E tTIFRIQI II•ITl fitOE4 I,OA�? ".Al�It4Si 6TU06 6HAL.)- Ism 6 1 6PRt10E r oE: gHTtERJ
<br />A.LL on" 4tWli 6WA' -4 0$ "611W GRAOie SIf'RLICS 4PA69' 16' OC, ALL SPLICES AT
<br />TOP PLAT% MU61 Bd MIE�'A '4'O" AND NAILS 4' OG WITH rV COMMON MAP,$
<br />P8L P06.1 SMA B# (1.60) RaR AM POL MATERIAL6 MANUFACTUR96 BY TRU8bJO16T
<br />MACMILLAN ((R eau .) SO Pdal QUPPORI TAOL.E1 FOR LOAD VALUES.
<br />0II;tMOA WARE0 OK" " CON6tRWTJV WITH V2' PLYWOOD OR 1/16 O.S.B. ( 2-M-W RATING) NAILED
<br />WITH 86 II.A 6PAG8 Al X GG ALON l AL,L HORIZONTAL JOMt6 AND E?GE6, 6' OC ALONG ALL VERTICAL
<br />JO[kT6 AND EDGER AND 12" QC AL.ONd AM INTERMEDIATE 046
<br />AT OPENING a, El'O' W OR LARGER; STRAP Wp OER BEAM TO THE HEADER STUD$ WITH (2) U6P OR 6iMP80N
<br />L6TA24 STRAP TIE$ A1' #ACH IiND OF E-IE?A 04 6EAM. ANCHOR BOTTOM OF 14FACER STUDS TO FOUNDATION
<br />WITH USP'OR 6fD'tP60N 14716 tEN610H TIE..
<br />INTERIOR Ono W1ALLo TO OIQP 2 x 4 n 6PRUC'S OR OffTTFR WIT14 6N*" 2 x 4 P.T.
<br />PINK lwttOE'1 PLAT!(,ANTI SQ448 1 X 4 r! 6PRWE TOP PLATO UN114 6TU06 SPACED
<br />MAC( HAl,24' 00, WALLf TO HAYS I!2" GYP&M 16OARD OACl4 61VIL WITH WALLIS AT
<br />4AAPA_00 TO HA MIN IMUM It-if IN"ATTON
<br />Alsip" WOOD SHEAR WIALL6 B�Ca1tIE NTS TO FOUNDATION WITH $IMPSON LTT" T0464H Till AT EFAC 4
<br />E ND,OF WALL $04MENTb AT ANY' WALL 6E4MEkT NTF..R$ECT10N ( BUILDING CORNERS)
<br />ALL pl.0 }IN0, ELE At- AND Me l- KMICAL. R0X44 NO MUST Oil COMPLOTl3, INSPECTED AND APPROVED
<br />'Eft tO" RL TING INS FRAMII 4. INSPECTION.
<br />LEN 9Q►R1 ? LAIN, , t CONNjC-TQRf MADN OY ANOTH15R OUPPLIFR MAY BS U6M IN PLACE OF TT-IE
<br />u e4r� CtNt�to�a al•IOw�
<br />,
<br />4 i � . Q ( 1 fE
<br />NO L 1AE6 jY M4i+EaA�IGE 4NE2 O AND
<br />pr NWq O" All. GLA,IMf AND
<br />INE(uD 9TT y . _ AL Out,-Pr OR eULTtrEc1 E 11 THo
<br />E°RS�4tiT1.� T, I 114A,T(3FQyg713ERo CGATRUGT14N
<br />t�F-!>141 Ak W"L NOT 15A Ly Falk C461 OF
<br />R A OLIt
<br />,
<br />SOIL TERM ITS TREATMENTs
<br />INITIAL. 60L POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLNG t COMPACTING ARE COMPLETE (PER FBC 1916AU
<br />ANY SOIL 0187URJ! EW AFTER THE INITIAL TREATMENT SHALL 00 R3 TREATED
<br />l INCLUDING ANY 60)(ED OR FORMED AREA$) (PER FRIC 181612.)
<br />EOXFD ARZ46 N THE CONCROTS SL.AE3 FOR INSTALLATION OF TRAPS SHALL BO MACE
<br />4NT14 PERMAMENT METAL OR PLASTIC FORMS. PERMAME NY FORMS MUST 133 OF AN ADEOUAT3
<br />SIZS / DEPTH TO ELIMINATE ANY 0I6TURISANCE OF THE SOIL AFTER THE IN VAL TREATMENT
<br />(PER FCC 1816.0)
<br />A MINIMUM 6 MILL. VAPOR BARRIER MUST BE NStALLFD TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BO REQUIRED (PER FW 1816.1.4)
<br />ALL BUILDNGS ARE REQUIREV TO 14AVIE A PRO CONSTRUCtION TERMITE TREATMENT
<br />(PER FBC1816.1;1)
<br />AFTER ALL WORK 18 COMETS ANY LOOSE WOOD AND FILL MUST BS REMOVED FROM
<br />BELOW AND WITH IN 12' OF THE OUI L.DNG. T1416 614ALL INCLUDE ALL GRADE STAKES TUO
<br />TRAP BOXE6, FORME, 60ORING AID ANY OTHER CE I LUL06E CONTAINING MATERIALS
<br />(PER FBC 2303.0)
<br />NO WOOD VEGETATION, 6TUMP6, CARDBOARD, TRASH, ETC, SHALL BE DURIED WITHIN i3' O
<br />OP ANY OUfLDNG OR PIQOP06ED OULDNG (PER FBC 23031.4)
<br />ANY CONCROTS OVER POUR MORTAR OR STUCCO MATERIALS ALONG THS FOUNDATION PERIMETER
<br />MUST 153 REMOVED PRIOR TO EXTERIOR 601L TREATMENT (PER FBC 1816.1.3)
<br />D( TER10R SOI TREATMENT MUST BEE APPLIED UNDER ALL ED(TERIOR CONCRETE OR GRADE
<br />WIT14N 12 OF THE 6TRUCTURO SIDE WALLS (PER FBC 1 916.1.6)
<br />AN EXTERIOR VERTICAL C14E MICA . BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 16
<br />COMPLETE ( INCLUDING LAN06CAPNG AND IRRIGATION) ANY SOIL 01611"ED AFTER TWO
<br />VERTICAL BARRIER 16 APPLIED, SHALL. BO RHTREATE V (PER FOC 1816.1.6)
<br />IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY WEARS 6HALL NOT BE
<br />NVALI ED u it11 12' OF THE BUILDING $vewAL.6 (PER FBC 1303.4.4)
<br />CONDEN6ATS AND ROOF DOWN SPOUTS DISCHARGE? AT LEAST re AWAY FROM 17143 BUILDING
<br />SIDE WALL$ (PER FBC 1303.4.4)
<br />THS DISTANCE FROM THE EXTERIOR WALL COVERING ( E(CEPTION6, PAINT AND DECORATIvil
<br />CEME NTIT" FI ru6H LE" THAN S!S' THICK ADHERED DIRECTLY ONTO T143 FOUNDATION WALL
<br />AND FINAL EARTH GRADS SHALL NOT OR LE66 THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFE6TAT10N6 (PESO FBC 1403.1.6)
<br />A ' CERTIFICATE OF C0MPLtANCEE 614ALL BE ISSUED TO THO auiLDNG DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY effORE A ' CERTIFICATE OF OCCUPANCY WILL all ISSUED. THE CERTIFICATE
<br />SHALL 6TAT13, (PER FBC 18(3.1,1)
<br />" THS BUILDNG HAS RECEIVED A COMPLEiTO TREATMENT FOR 171 PRffvENTION OF "TERRANELN
<br />TERMITES, THE TREATIIIE NT 16 INACCORDANCS WITH TINS RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CON6UE" IERS SERVICES
<br />A PERMAMENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR R3 INSPECTION
<br />AND TRMTMEENT CONTRACT RENEWAL SHALL ESE PROVIDED, THE SIGN SHALL BO POSTED NEAR TWE WATER
<br />HEATER OR ELECTRICAL PANEL (PEER FBC 104.16)
<br />TRUSSESs
<br />IF THE CONTRACTOR, TRUSS MANUFACTURED OR ANY OT14ER CE64H PROFESSIONAL RSV183 TWEE
<br />TRUSS 6Y61`01 LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY E NGINEFRING, INC I$
<br />REQU I RED TO REVIEW ALL FINAL CONSTRUCTION DOCUME N1`6 FOR COMPLIANCE WITH T143
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF TH3 PROJECT
<br />EXTERIOR WINDOWS 4 DOORSs
<br />ALL E(TEFUOR WINDOWS 1 GLA86 DOORS OR ENTRANCE DOOR SMALL 169 TESTED IN ACCORDANCE WITH
<br />ANBVAMMA/NWWDA IOVI82 STANDARD AND OEM AN AMMA OR WDMA LABEL IDE= NTIFYING TWO MANUFACTURE
<br />PERFORMANCE C44ARACTER16tIC6 AND APPROVED PRODUCT TESTING (ENTITY
<br />ALL MULLION6 AND ADJACENT DOOR/WINDOW A88EMOLIE6 SHALL 130 TEST OR ENGINEERED TO TRANSFER
<br />1.9 TIME6 THS DESIGN LOADS TO THS ROUGH OPENING 6UB6TRATff
<br />INSTAL. ALL WINDOWS AND DOOR A86EMBLIE6 PER THE MANUFACTURE ANC 4ORiNG RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICALs
<br />IN ACCORDANCE WITH CHAPTER 41L003 (2) (1) OF TWO FLORIDA ADMINI6TRAT(V3 CODE= ELECTRICAL
<br />PLLJM15NG AND MECHANICAL 6Y6TEM6 SHALL BED DESIGNED BY TH3 RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICAOL3 CODE$. TPO ELECTRICAL., PLUMBING AND MECHANICAL 6Y6TEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ACCRE66 N16MER REMAEMENT6,
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCWM ( WITHIN 6' FEET OR SINK$), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL 153 WIRED INTO A GROUND FAULT INTERRUPTER 'GFI' CIRCUIT
<br />ALL ELECTRICAL OUTLETS N BEDROOM6 s FIXTIRE6 SHALL B3 W IRED INTO AN ARC -FAULT INTE=RRUPTER
<br />'AEI' CIRCUIT
<br />SMOKE DETECTORS $HALL 153 PLACE N EACH BEDROOM AND
<br />N HALL WAY ARP-AO ADJACENT TO BEDROOM AND OTHER LIVING
<br />AREA
<br />SAFETY GLAZINGs
<br />n4S FOLLOWING SHALL BS CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURP069 OF
<br />GLAZING
<br />(U GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
<br />A66EMBLIE6
<br />(2) GLAZING IN DOOR6 AND ENCL086RES FOR HOT TUBE, wl- oP&POOLO, 6AUNA6, 67EAM
<br />ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING TRESS COMPARTMENTS WHEEZE THO BOTTOM EDGE OF THO GLAZING 18 LE66
<br />THAN 60' ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVDDUAL FIXED OR OPERABLE PANES. ADJACENT A DOOR WHERE
<br />T143 NEAREST VERTICAL EDGE 16 WITHIN A 24' RADIUS OF TH3 DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE I$ LE66 THAN 60' ABOVO THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE- OTHER THAN TH069 LOCATIONS
<br />DE6CRIBED IN ITE M6 (2) AND (3) A950YO . THAT MEWS ALL OF THO FOLLOWING
<br />(A) EXPO AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60. FT.
<br />(B) BOTTOM EDGE LE66 THAN 18' A wVO THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY
<br />OF TWO PLANS OF THE GLAZING
<br />DRAFTSTOPPING.-
<br />IN 6W4E FAMILY OWE3LNGS, DRAFT617OPPNGS SHALL 153 PROVIDED ( PARALLEL TO TWEE MAIN
<br />FRAMING MEMOE RO) IN FLOOR / CEILING A66EM15LIE6 SEPARATING USE'ABLO SPACES. DRAFTSTOPPING
<br />SHALL 53 CONSTRUCTED 6Uf-'W THAT TWO FLOOR / CEILNG ASSE MMKY 16 BROKEN UP INTO TWO OR MORN
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 300 SOFT,
<br />ATTIC ACCE"s
<br />ATTIC^ SPACE$ 6HALL BE PROVIDED WITH AN INTERIOR ACCE66 OPENING NOT LESS THAN
<br />22X36 ACCESS OPENNG SHALL B3 ACCEE660" AND PROVIDE WITH A LID OR DEVICE
<br />THAT 16 EASILY REMOVED OR OPENED. WHV MECHANICAL EQUIPMENT 16 INSTALLED IN
<br />THE ATTIC, 11 SHALL BO INSTALLED IN ACCORDANCE WITH MECHANICAL CODE.
<br />ACCESS IS NOT 149MUQED WHEN THS CLEAR HEIGHT OF THE ATTIC SPACE, MEASURED
<br />AT THE ROOF PEAK 16 LE66 THAN 24 ",
<br />2 X 3 CUT TO FIT 1567WEEN TRIA666
<br />ANC"CRED TO BLOCK WALL WIT"
<br />1/2" X 3' AtiCI BOLTS 32" OC
<br />NAIL TRI.i66E6 ALONG BOTTOM --
<br />CORD wiTH IA COMMON NAILS
<br />n" CC
<br />ROOF TRI.66ES
<br />I
<br />R -I3 IN&JLAT�Ohl
<br />(TYP) 1/2' 5YP6 1 CEILj'46 BOARD
<br />3/4" P.T, FI�RiNG 6TR,P AND I LAYER 3,3" TYPE
<br />x DRYWALL LAC" 61GE OF BLOCK 'WALL AND ON
<br />ROOF TRI,66 ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF a,, 9AT"iNka' ABOVE
<br />(2) *3 REAR ON C"A�R6
<br />(TYP) 1/2" 5rP6&4M CEIL G 13CARD
<br />3/4" P.T. P.RiNG STR P A4D I LAYER 5,6 TYPE
<br />X GRYLLIALL EAC" SIDE OP 31-0CK 1'41 A4D ON
<br />ROOF TR�.,68 ABOVE FROM FLOOR TO 30TTOl Or
<br />ROOF 61- EAT"i45 ABOVE
<br />•3 YERT✓'AL ROC-8 A8
<br />61?O tN ON FOIrNDATICN
<br />PLAN
<br />\ III I III (TYP) 4" CONCREETE SLAB
<br />-
<br />0
<br />24"
<br />I HOUR BLOCK FIRE WALL DETAIL
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />PLYWOOD NAILED AS KNOWN 18 DESIGNED TO
<br />WITH STAND MAXIMUM WIND LOAD RATING OF
<br />130 MPH
<br />ATTACH MINIMUM 3/4" P.T. BUCK
<br />STRIP THAT 18 THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .091)(1 3/8"
<br />T- NAILS MAXIMUM 10" OC,
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT 18 THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING .0 X 1 3/8"
<br />T- NAILS MAXIMUM 10' OC
<br />CAULKED WINDOW PER YC
<br />WINDOW MANUFACTURES 8
<br />RECOMMENDATIONS TO M
<br />LOAD AND COMPRE88101`
<br />FOR YOUR JOB LOCATIOls
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />SECURING PREHUNG TO BLOCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR JOB LOCATION, ALL
<br />ANCHOR SCREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4' AND THERE 814ALL
<br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
<br />AND DOOR JAM13
<br />BLOCK DOOR ATTACHMENT 05TAIL
<br />3iMP3ON i'E3HA3.36 /11,23" HANGER 9 / 4N A301 ANCHOR E30LT 5 3/8" FROM OF EDGE
<br />OR EQUAL FILL ALL NA'L :40LE6
<br />OF BLGCiG WALL WITH MIN, 6 EE'"'E3F...DDED
<br />TO 13EAM WITH 10D x 1 1/2' TYPICAL
<br />TRUSS NAILS IN 3000 P31 CONCRETE GROUT
<br />FILLED DELL (TYP)_
<br />S" Ism l.U/ 3000 F81
<br />GONG t LINTEL W/
<br />1 03 o MIN. LAP 30"
<br />- - - - -I II I
<br />I,
<br />I
<br />I � I
<br />BM/WALL CONN
<br />SECURING WINDOW TO BUCK STRIPS PER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />YOUR J013 LOCATION. ALL ANCHOR 8CRRA
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
<br />STEEL PLYCLIP6
<br />I UBL 2 X 12 0 2 PINE OEAM WITH ONE ARK 5Wj N&tkjl4Cs ,NC,
<br />LAYER 1/2" COX IN CENTER STP TURN ^LvcE .6
<br />J
<br />RICHARD L. KIVr>5V P.E!
<br />FLORIDA LiCSN612 r 37"193
<br />I HERESY CERTIFY THAT TRESS Pl AN4 AND &PEECEICAT10N6
<br />WA6 P REPARED 9Y ME OR UNDER MY DIRIEGt 6UPERVIVON
<br />ARE IN COMPLIANCE WITH TIED FLORIDA E6UILDINCa CODE 2001
<br />FOR I10 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPHI FASTEST
<br />SPEED
<br />h N
<br />Z
<br />c � MM
<br />m 0
<br />A
<br />Z ti
<br />�N
<br />; v N �!
<br />4
<br />Z
<br />M
<br />W
<br />V
<br />0
<br />LL
<br />al
<br />J
<br />n IL
<br />ul
<br />4 : ul
<br />3
<br />0
<br />F 4
<br />t�
<br />A
<br />(Q N (Y
<br />z o
<br />Q
<br />Q
<br />O
<br />V
<br />v
<br />tV
<br />UNIT 0 1
<br />LIVING 816.0
<br />ENTRY 42.6
<br />TOTAL 838,6
<br />UNIT +2
<br />LIVING 800.0
<br />ENTRY 20.0
<br />TOTAL 820.0
<br />TOTAL 1618.6
<br />PG
<br />4OF4
<br />ARKAY 4 753
<br />F1
<br />A
<br />
|