|
C�ENERAt, STRUCTURAL NOTM6
<br />Sd CUK 914' OC STAGGERED
<br />V 2 610 I'L YW&P 01149AI
<br />US1~ sihlPSpN �rA to
<br />8 tiPt, GA9LE T, W @D
<br />!bd C[X W DC THRMAH DOT, $--
<br />CHORD OF CABLE INTO 2'x8'
<br />PRE -CAST LINTEL
<br />t/8' GYP, 11 FASTENED
<br />10 CHORD V/ 5d COOLER
<br />1 1%V S NAIL ! y RCCIIB - 34
<br />WNW
<br />PLANS COMPLY V41TP SFCTION 1606 OF TP,E l ,r_!.;•>OKI BUILDING CODE
<br />AND ARE SIGNED AND SEALED BY AN ARCWITECT LICENSED IN THE STATE OF
<br />FLORIDA.
<br />DESIGNS BASED ON TNE. ll': 011- pt_.lUll:17f1�JG CODS t:
<br />TWE STANDARD FOR HURRICANE RESISTANT R 51DENTIAL CONSTRUCtION
<br />DESIGN HIND LOAD 110 M,P,W 120 M.P,N 130 M.P.0
<br />DESI(NEE) FOR
<br />E 123 ,M.P,W 3 SECOND aU t
<br />1, Concrete shall have a minimum compres$lve strength of 3000 psi 9 26 days.
<br />2, Steel. reinforcement shall have minimum yield strength of 40,000 psi, in
<br />accordance with ASTM A -61.5
<br />3, Concrete masonry units shall be hollow loud bearing in accordance to A5TM C(10
<br />or C145 1(100 psi minimum,
<br />4. Grout, snail have 3/6 max. aggro ate 8--11 in slump 2000 p si or ASTM C476,
<br />5. Mortar shall have be type M or 5 in conformance A5TM C270.
<br />( The outer Foundation bars shall be continuous around corners using corner bars
<br />or by bending the bar. In both
<br />cases the minimum bar lap shall be �5`." Lfkewlse the bond beam reinforcement
<br />shall be continuos around all corners,
<br />7. Attach plywood sheathing to supporting trusses or other framing with common
<br />nails as follows:
<br />a) 4" o,c, along ends of plywood panels,
<br />b) 6 , o,c, along intermediate supports of plywood panels.
<br />8. Provide 4" x 4" clearest for all concrete filled cells,
<br />q. All structural walls to be # 2 Southern Yellow Fine 0 16" o,c,
<br />10. Ali girders shall have a minimum of 3-2x4 studs placed directly under the
<br />girder errtd double plates,
<br />11. Pre - manufactured roof trusses to be designed in accordance with the last test
<br />TPI design requirements, The truss manufactured is responsible to furnish all
<br />reaction loads For dead load$, live loads and wind loads. Manufacturer to submit
<br />truss layout and details signed and by Florida register Engineer,
<br />12, Garage door, windows, and other exterior doors shall withstand the specified
<br />wind velocity, Doors and windows manufacturers shall submit data specifying
<br />required capacities. These elements shall comply with 5BC wind load requirements.
<br />13, All exterior concrete block walls are designed as ahear walls or shear wall
<br />segments with Our reinforcement every other block as per the
<br />requirements of the National Concrete Masonry Institute,
<br />14. All openings greater than 6 feet to have i #5 rod on each side of opening and
<br />filled with grout. Openings grater than 12 feet to have 2 #5 rods on each side
<br />of opening.
<br />15. Contractor to verify all dimensions and conditions in the filled,
<br />16. Any changes to sealed drawings must be approved by the Consulting Engineer
<br />or Architect.
<br />17. A foundation survey shall be performed and a copy of the survey shall be on
<br />the site For the building inspectors use. Or, all property markers shalt be
<br />exposed and a string stretched from marker to marker to verify requires setbacks,
<br />.t
<br />CLG
<br />18. All Plutrbing, �.tectricol. and Mechanical roughens, must .be complete, inspected and
<br />approved before regpesting the framing inspection. FW I05.6.
<br />i9. A permanent sign which identifies the termite treatment provider and need for re-
<br />inspection and treatment contract renewal shall be provided, The sign shall be
<br />posted near the water heater or electrical panel, FBC 104,2,6
<br />20. Condensate and roof down spouts shall discharge at least 1'--0" away From building
<br />aide, walls, FBC 1503.4,4
<br />21, Irrigation /sprinkler system including all riser and spray heads shall not be installed
<br />within i of the building side walls. FBG 1503,4,4
<br />22, To provide inspection for termite infestation, betLueen wall covering and final earth
<br />grade shall not be less than 6 inches.
<br />Exception: Point or decorative cementitious finish less, than 5/6" thick adhered
<br />directly to the foundation wall. FBC 1403,1,6
<br />23, Initial treatment shall be done after all excavation and backfield is complete. FBC 1816,1,1
<br />FBC 1816,1,1
<br />24. Soil disturbed after the initial treatment shall be retreated including spaces boxed or
<br />formed. FBC 1816.1,2
<br />25, Boxed areas in concrete floors for subsegpent installation of traps, etc,, shall be
<br />made with permanent metal or plastic forms. Permanent forma must be a size
<br />and depth that will eliminate the disturbance of soil oftet' the initial treatment.
<br />FBC 1816.1.3
<br />26, Minimum 6 mil vapor retarded must be installed to protect against rainfull dilution.
<br />If rainfall occurs before vapor retarded placement, pretreatment is regired.
<br />FBC 1816,1,4
<br />27, Concrete overpour and mortar along the foundation perimeter must be removed
<br />before exterior soil treatment. FBC 1816.1.5
<br />28. Soil treatment must be opplied under all exterior concrete or grade within 1 -0
<br />of the structure sidewalls. FBC 1816,1,6
<br />211. An exterior vertical chemical barrier must be installed after construction' is complete
<br />including lTdscaping and irrigation. Any soil disturbed after the vertical
<br />barrier is applied, shall be retreated, FBC 1816,1.6
<br />30. All building are required to have pre - construction treatment. FBC 1516.1.7
<br />31, A certificate do compliance must be issued to the building department by a licensed
<br />pest control company before a certificate of occupancy will be issued. the certificate
<br />of compliance shall statet "The Building has received a complete treatment for
<br />the prevention of subterranean termites, The treatment is in accordance with
<br />the rules and laws of the Florida Department of Agriculture and Consumer Services.`
<br />FBC 1816,1.7
<br />32, After all works is completed, loose wood and fill must be removed from below
<br />and within 1 --0tt of the building, This includes all grades stakes, tub trap boxes,
<br />forms, shoring or other cellulose containing material, FE3C 2303,1.3
<br />33, No wood, vegetation, stumps, cardboard, trash etc,, shall bs buried within 15' -0"
<br />of any building or proposed building, FBC 2303,1,4
<br />34. Provide AFCI (arc - -fault circuit interrupters in all dwelling unit bedrooms per NEC article 210 -12.
<br />%RXTUM M 96 CWWA
<br />PER W FLOROA t3UWI% CODE (FIX)
<br />DESIGN M `ELOGITY - w..---- M__ __-- -- --- -_-- -- �
<br />TANC81xACCaP7-.... ---- ---------- --- - -- -- -- - -_ 1dJ
<br />t31.1ILDIW3 CATECf?tv1` -------------------------------------- F
<br />C01'c7 ^T6 ANO CLADO[Ws t)56166 Wilms f'f 95kN l8 TA1Si l's8 ON THI$ f'AGI3
<br />ROCOFD A0LOAD. - ____- _----- -------- -- - --- ---- ----ji PV
<br />ATTIC OVB LOAp _ _- •.._- __-_-___.._- __--__.__ t____- -__ -_-- I ll Fo*
<br />FLOOR LI VE LOAD --------------------------- _40 FSF
<br />FLOOR DEAL) LOAD (CONC.) .. " _- ___-__ __ ___________ ___ __ _-x5 P6F
<br />CO34!; t (AT 18 DAYS) ___ -_ - - -- ---- .______ - --- . -- 2500 "1
<br />"W NG STEEL --------------------------- ASTM A615 GRAUIE 60
<br />M(NM LAP FUR No, 4 HAAS : 2V
<br />No. S a4m # 2 5"
<br />No. 6 OARS 30"
<br />No. I OA" = 35"
<br />OTRlJC1URAL VEEL ----------------------------------- A$111 A -36
<br />LlMUR MINitTtM Pb ------------------------------------ I15Pt ". I
<br />1158 (MIN") 80 PET PINY. Not OR 00GL 4S F*_LARCW N01
<br />FOR ALLVRJ,%r-96 LCA[) UARING OR �XF' O TO WIND
<br />WIL "ARNO PRES" fAte{?) ---------------- 6E9 FOJNCATI(N PLAN
<br />TO 138 F150 ARF190 Pf" TO KA013 CF f=Up.TM R!1i1410�ENT
<br />ON CaMtg PM WlI r 001ti4k 01ATELY IF 541L FAILS To
<br />MEET KWIREMENIS.
<br />$TI TURAL ID861C1N BNALL e8 IN COIFL140C5 UTW CRAPTER Yoft 0 0f7tl W,
<br />ALL WW SNAIL N AC< MMq lUITW TTY ?W1 W " LOCAL MINAWES
<br />4l) gdUATION&
<br />NOTE#
<br />1,) ROOT SYSTEM TO BE A PRE -FAB AND ENGINEE=RED TRUSS 11 84'
<br />0,C, A LL TRUSS CONNECTION SHALL MEET THE HURRICANE CODE
<br />AND TH DESIGN SHALL BE SEALED BY A PROFESSIONAL. ENGINEER,
<br />V ALL INTERIOR L13AD BEARING WALLS REQUIRED BY THE TRUSS
<br />MANUI', SHOP DRAWING'S SHALL HAVE A MIN, OF 1'- 4'Wxl' --O
<br />DEEP BELL FMTING `,J/2 - #5 CONT. RE" -SAR.
<br />WIN A&W +,ftwo" . "At N . e,a .a..wwwaa,w
<br />ata01ay,4tr,
<br />2-2 'TOP PLAIN
<br />!"X4" STUCS 'M i6" OG
<br />d COMMON
<br />AILS 'A 12" C Cs
<br />4 ORMISCIATIS
<br />COMMON /
<br />IL$ "CC.
<br />Ol ND 11DG11
<br />4't PT
<br />>"T T. P" I A i
<br />.�W
<br />JOI
<br />10d COMI'Pi3Ohl
<br />NAILS'$ 12
<br />INTIAMM0VAtIll
<br />/8
<br />2" PLYWD, FASTENING DETAIL-
<br />GABLE END
<br />NAiLO +s i "•,OCR+
<br />AIROUNO 131!XvII2
<br />woo* %OCeINo
<br />45" CC
<br />P1 OOq JOiST
<br />P.
<br />3/4' PLYWD. FASTENING DETAIL
<br />FLOOR DIAPHRAGM
<br />W OOD EM.00IC iN
<br />3/4" PLYWD. FASTENING DETAIL
<br />FLOOR DIAPHRAGM
<br />1/2 J) PLYWD. FASTENING DETAIL.
<br />ROOF SHEAR
<br />NOtX: WARPSOARD LAP 81DING
<br />OVKq SHROTiNCs NAILING eHALL.
<br />So i0d GAJ.V. WITEH MIN. SHANK CIA,
<br />Oil 0.0 INCA{ AND A Mild. WI2AD
<br />CIA. OP 0.240 INCH 6TA 6 AFRO
<br />e 1 OC 0 TOP 4 SO TT.
<br />a »PAS Q000
<br />.18116 "00
<br />GOMIk" ON
<br />iL6 0 12" OC
<br />'ImmoDl4?13 ..._,
<br />;OMON
<br />)UN rL � il�.lil5
<br />F
<br />3
<br />rrllaedAndunl�Pn ,eruat��r
<br />4 8800nd Course flip and Midge
<br />Start and oon"nue MOM allures and as oven riumberod ocumes as shown. position Uat GAF hip A ridge shinp or cut hip R ,ktge shingles 6om these lull shh,9u +s, Mw.
<br />the shngle on the lop or tha outouts or the mdertying slifript so that there will bs sppiy es shown Posillon taps away from prevailing wind direcl)on.
<br />6 027mm) of oaoh shins'# expeced, Sirfke a Chalk line about every 6 courses to abeck pa+alei
<br />aAgnmsnt with eaves. FO`," applied $09-1001109 dots on lower wurses are desrgnod (o seal
<br />down the SHN[a tabs in an upper course,
<br />Nt3T9 Shingles may be laid tram eflhof om aNng ;a to mow w ere cove, n &[* atm KP & 'W ge Soma e
<br />haft or ri nl hand side, $tart at elthar rake i ( dais s ) i nglna
<br />1A (3a8rnm) w n cement Can few ova r p o rope
<br />1p s doppe s h i ngles
<br />edge O h "(4 62
<br />mh nomeACbsoh+ Appty!xpsewayfonl
<br />tahnmOd fbmrake, reperfa pmov 'grytnd alrbU:on
<br />.vppeJr"A
<br />•• ....._ NOV A WA' (143mt)
<br />AII�LICA'1"ION IN
<br />,e� 9 ' *� nbaYe boa. Y(P.1mn,)
<br />lM . . • • „ . • .. .. -..•�' yarn ddga 1
<br />Notes Thstt shk must be naiad - T� " '•� it•ttr• f 31r!' 14 1 sra vt 1.t to• rnm anrnplo, cause I
<br />e nafrtirai b 818" (143mm) from 1,11amm) s mt- sane))) (19 2sr m) (i9 I (2tmrt3sm,) b"
<br />g - a -t 1ro'tasmm son (2 � "1 F" i - • t j
<br />lsattom of akin toe, not In or above i"• Not t -t ur smcTaamm>-
<br />Self seal, ae shown. Nails shoUid '� " " e' w "" "'
<br />remain unexposed (30 mr� C aer8li13mmi O a aeda a O o t &'C(149mm) 0 0 o Wait Flashing (Sloped Knit to Vortlnal Wall
<br />normal Adheeva n =lam Ght
<br />) �" tflney Flashing
<br />sn,ealhiup _._..- -.- SW'na Cdohat on
<br />Nonunodnp r, Aral h'Ch sloe of
<br />countar•itshnglo nosy
<br />Standard N6ilfig Pattern -tour nails pat shingle 91x Nall Pattern •where rtquired by local cede ext4nd Own "y - Nor- ax,adtng n,auA Le1e nesi,k
<br />Datalnalung On/pnra 'ac W cat+, ah.
<br />Comarsilnn'xa,MnaAwf!h2n�is.
<br />' SO . �` '
<br />GENERAL INS'rRUC 1`IONS t (,prm,ntF e.
<br />Sono s7tnylnp ahrnpi� .n aaphell
<br />pId3BC cOm /n1
<br />ROOM DECKfS: For use on new of reroofing work over wag-seasoned, auppalad wood ePp*y 2 arler -sited deb$ of shin la teb adhasNe on iht back of oaoh teb, approximalefy _ nkma, rin.wna
<br />dock fhghltyoonstnrete4 wRtr maxmum 6' {iS2mrn) wide Wmber, hav'Ir y adaqurrte nad•nold• 1 rEESmm from end and i (25mm) up 6om twttom� of each tab comer, Ths shingla must be T wa lea to l� a deck, not venicar side will)
<br />Ins capecily and smooth surface. Plywood decldng as reaammanded by The Etginewed NOW peased ly into the adhastva. /
<br />fkssm. is aa.'eplabte, Plywood deck# for Close A instailations must b# 3/8' (10mrn) thick or NOTE; Applcstlon of excess tab adhoaNe can oouae bfiatedng of the sftingte,
<br />pre�ter With ur4edoymerds as noted below. Vngfe# must NOT be fastened d mfy to insult. For maximum wind resle;enca Alois rakes, cament shingles to undednymod sod esoh other in
<br />Son or )n#utefed deck.unless suthori2ed in writing by OAP Ma'efels Corpaa6on. Root decks a 4 (142mrn) width of asphalt plaatla roof cement.
<br />and arde(ktg aurfad)na matodal must be DAY pzior to eppl oatlon of ahingles, NOTE: The 111m strips on the back of seat shingle ate to prevent sgaMng top6)or of the ahIqu cop smnp ono NOt Den,
<br />UNf)IER YMEN P: Undar!aymtrnt is req&ed on new consbudon and roquktd for reroofing while hi to but4e. Thik removal is NOT re Strad dwiny apps Cadort. natoti wsh}uoN g convent
<br />yken old wd to rarmved from the deck Use only bres(har typo materal Re OAF Matorlats Corporation CANADIAN CM MATHIER APPUCATIONSr CSA A 123.5•Mg0 niwdetes that shin.
<br />R1 ���W
<br />tingi lets' UndeNayment ur equNelarit deAeymonit must t4 Insteilad Pak wlthotd wrinfdas. stet app,ted bet oen 5aptember i acrd AptA 30 shag N adhered with a owpadble field•apOled l
<br />aoonnp coita
<br />• FAStEN110 Uso of osls i* rimmmandad. (S.apit sp"fiu one and appAcatlon Irstruo. adhesive, Sae And Resistant for W Muterials Coryara6on's rewo for the appA- _anrns.a
<br />tGon# aro evafiabie fran faAP Matarafs Corporation, Conlred or Services i 0e 1361 A4n Road, cation of that adhaaive. Rod 00k oth
<br />Wayrra, NJ 07470.) Use only zinc ooated steal or alwnbutm, 10.12 gauge, arbad, deiormod or • MANSARD AND STEEP 8LW APPLICAMNS: For roof slopes greater gran
<br />smo shank roofing nabs *M hoods 318 (10mm)) o 716 (12mm) in diameter. Fasdanort 21 (1750mm /m) .pot foot (do NOT use on vartical side wars), shingts sealing must be Now Now
<br />should be long enough to penetrate of leset 14 (lgmm) into wood decks or Just through the enhanced by hand Searing. After fastening the shingle In place, apply 2 quart- -sized dabs of Q V011ey COWNCOOn - CIOSed or Woven Vatle
<br />ptyWood deck•, FOStertero roust be doyen flush wilh the surface of fhe shingia, Over driving MR shingle tab adhesive as Indicated nt Wind Resie°ant above. the sl,inglos must; be pressed �l y 9 Valley Construction - open Cut
<br />damage the shingle. Raised fastener vdA Intarfore with the sealing of the shingits. For normal firmly into the adl•esNe.
<br />inste>l V^ tour fasteners must be insta!10 per shirgla, a Tfomhat S 618' (143mm) up from d,e • l<XP4SURS: V (127mm) f ne Coe* fur n y ere
<br />boftoM of the shfnWe Festoner# must be klstatled 8ppr0xim0te1y 1' • 1 112' (28.38mm) and • THROUGH YENTILAtIONt AN root sirucwros muot be provided with lhrov h venmetlotl can 6'rtt4min) nide 'aa valley Ce La ti +,e. No'ae ant a wta rn e' i62mmi of ken 4
<br />g err hgr A'n Y Wn�pter a tM p
<br />11112' • 12112' (2,42- 318mm) from aeoh side. to prevent entapmerlt of rnoistutt laden ak behind roof shesihing, VehNsilon p ovislons must a5to 3oad -_ EA f rIn -'-- Civa leak ere Der
<br />• WINO MISTANT: These shin iss hays a 99" thermal sealant that firmly band# the at least inset or exceed cutrert P.H.A., H.U.D. or iocal Code minimum requirements, and afrnlnA�a ter` ( �p2nvn "1 a +d!,pot
<br />otting9les f+ope6ksr after appo"llon when exposed to sun and warm lemparetums. Shi. • NON CORRODING METAL OMP EDGES; Rommmanded along rake and eave edpe n vbrey
<br />hiataled in fall or Wkiter may not seat until the foilo'Mng Spring. )shins ea are damaged by winds on ag decks, especialty ptywot d pl��
<br />decks rand p p rs cement tr ( +me e
<br />,sent 1�1' Sn ;A metal iapA x•,Ih TOM • nCW,inp b fi p
<br />Detae sealing w era not exposed to adequate surface temparatttres a K the salt - sealant gets ASPtfA.l7PLASTl4 CEMENT: For use as shtrgte lab adhesive. Mist conform to ASTM - -� -- �' �aym,ara!i ono ,ne ca aria^ ( soamnr) �n "nt � naaee.Eryrm`
<br />dirty the f se
<br />shingles may revW 86A. Failure to seal under these dreumatencss results from the oa686TypoIor II. wd e S nan•cdmtdr a to wrrea a �n Saga.
<br />nature ol66n shin as and is not a manufoolu6n defedL To insure immrdcbate seas cnryunde ayn,ont r•.an st nrr�24 �d e p i7enoln Ii�ro gF
<br />9 Sl A nil, 9 a s ya a ynastai Dater Rey
<br />aacss .a4:ay - al , nail: a
<br />Yn d as ahCWn
<br />• • • under el,inplrs al rave. '� _ .,,,..,, _ _Fan A es �n
<br />Underiayment: Standard Slopo -W2 (333mmIm) or more Ilia Underlayment: Low Slope 2!12.4112 (1137mm- 333mmim)
<br />Apptitratlon of undodayment: Cover deck with one layer of undedayment insiatied MOM Appfication of undarisymenl and eave flashing; Complelely cover the deck two r at � aI" , (tar, r
<br />vrrMss. Use only enough nabs to hold underiaymeat in place WH eevarod by shingg(as, layers of undatlayMot as sfvwn, Usa only enough nags to bald urtdoegymot In
<br />AppkMlon O we 1's batwae a h,g err.
<br />fleshln . Install cave Aeshin such as GAF Materials Co N1
<br />g' g rporetion Was er place untfi covered by shingles Use blind Ratting for save flash(ngs, At eaves and vfiere ice � pen r. at
<br />)Match' or StormGuard' Leak Eanter in localitles More leaks may be caused by water backing dams can be expected, use one layer of GAF Materials Corporation Weather Watch* or V
<br />up behind foe or debris dams. Pave flosh(ng must overhang the roof edge by 316' (10mm) and StormOuard' Laek Berner. Eave flashing must oveMeng the roof edge by S,'a" (10mm) a,14
<br />extend 24" (610mm) beyond the inside vial! Ana, extend '244" (610mm) beyond the inside wag line, Whore Ica dams of debtls dams are not °-
<br />ex ected, install 2 piles of Shit le -Mate• underla ment, anuTt� n t r i ' 4 ace y sr sale _ ter --'"
<br />P '9 Y e'aeet v.uray lard& Gnd la �
<br />4 I102mm neck
<br />,r (sa5mm) wta il Ww dope �aeaMra�a stet auaAAwrw
<br />Minimum $tope aro m mauewM l
<br />a r to 4' Weather WAt'W
<br />portaWerskpes.aeeeokta Leakeanter (atmmto luftft) ' �` 1 -i ea"Ormcerr '� Valley construction••closed Cut Precaution my Notes
<br />t � ` Theas ohinglas are flbaroiasa, sett- seatfng asphalt shingies. Because of the natural ohamoteoviae
<br />of the high quality waterpioofinq matsr(a ueW, these shingias vriti be suff to Mid weat;ter and
<br />• tn°`ov e flexible In hot weather.
<br />caw noaoveme
<br />�l anaraende (e14mm) na - n varaycenlodine ed�1u ; /nKtn t. 8urdfes should not be dr d on edge nor should anempt be mad* io separate ehingies by
<br />wide 81Sn�e Maker de Y (eimm) tptle lap Pa ehsan eN tt lamm) yr 9ic rArOi o sMn a;► H0 r '1n "breaking" over ridge or of er bundles i
<br />tmrhymenl WldsWrola•Mate .,�,� t y y� n lPekBO Pr(e"(161etm ""'-- 9'(tgymm� cgnua�ina . Fia(Mt9 oereArpy St;ing can oaay be roken In cdtd waalhet ur their edge's e
<br />dame �! rt
<br />4'(,o2mn)Endlep undedaymet r andtaFa)nvnl' 2 tot a il b
<br />9 9
<br />.-,s^ (*9mm) 110 weather,
<br />R14 ddP /d o v" to provide 3. All ex
<br />A>dne rake p as Hopi eavaa pW aM'ertay"td e a E na m t► )weed rnatarialt must be of Clete A type,
<br />drtpedgeontee on topImels)41to*: arr (IOtnnt)Notoverhre do c"& , . , a ` 'l��mm) 4. 5teraas sitcutd be in a Savored, MUIV44 arta•rnaximutn tern rature 110 *F (4sn,) Store
<br />y ;6rwnna lg t
<br />arunderaymera Ea'reedr�edpa do flat surface and use vralght *quafiza 0gn oards it patiats ors to to dnu s sacked,
<br />Carryrn� neynv» _....•,•_,",..... ` wh _ tom, tel.v -- •-- --...- ..,...�S141o�p$amera�t 8hinp(at must li ro.eoted from weather en b elomtl el job Site, Oo not afore nter steam '
<br />aaarrtaretaea . • n vo n amen p
<br />- •....�,.rru.ar.rrrrrrt�eAr.etA • � • " � pipes, radiatara, oto., or in aunligiyl. All tared product must bo stored on ands,
<br />6 ut . du g PRGLONGEuJ COLD cortod# or in rots whore tkborne
<br />$toff a ( .AF EO �lrti! Course shingioe ere W be "04d dust sand can b@ a>,+sottd Woro $09110f oodura, (he shingtea MU51 be hand sealed 9o*
<br />Am
<br />Us* or any (.AF MO Ytab Shingle lie raonmmended. Apply ere Shown, Stan and oominuo with fog ahihgles laid Auah Wth the sisrter oaurse, Shinglos may be Rqn !wte air +v a Drat Wind R06(starlt inatrudione,
<br />s laid front fall to right a dght to M. 1J0 NOT fay shingles shaight up the roof since this enli64e�auro
<br />8y a0 ot *WdbT0 n oce
<br />pr can Ouse an eot frtoorT color brand on the roof and may damage the shingles, y yells! + (1 Fmm,a,rimum Re -Roofing - lh,dariayme,d
<br />kern Dril
<br />For inwimum wind resciftla
<br />4
<br />alone rakek mment 4Nrpres
<br />to u,deP,eymant and each
<br />other in a 4' (t rdnrrt xtdlh
<br />of eaptan Plan& rod Cement
<br />Trim r (1Qrnne
<br />I to N 0 7em,n)
<br />tram end 01 �-
<br />FV Si mple
<br />Prav1 ahingte W (let")
<br />over Save two ne edgeb
<br />io provide d rp edge
<br />Mr. tabs 9ya1 Wetter
<br />oowas ehlnpies, * en plaa
<br />and r.9 It Shawn, t• to 4'
<br />Qtmte to 102mm) from ms
<br />UndaRayment Plpta ahha;ea
<br />ti0aa tc yeNar tlttl
<br />t Vn'I CraWt
<br />4arlmw
<br />and wuno
<br />rnlb ,rhale
<br />thinp;u
<br />6te GOWN wit Whale ie
<br />I s 0 /6 okJo d o x $eve and n.ke 1111.1.11p Sops/ ced
<br />to ntovtde artp alga
<br />It old nphaft shinp are to •ematn in piaA hall down or oA away ail rocs*, aurled u lifted
<br />shingtes; replace with rsw,, end 1vot before app.ying the now rooftn syroap ihn sumacs cia }n of all 1 .
<br />tools dstW& Stns ary irregularities msy ehpw through the new ehingie*, be c"q the W dadyfrg
<br />s Arp! fanned 2 @<.mm) "" + r IK"Ples provide a smno(h su,fece.
<br />m vauay centa, Fae(enera ml at b# of auftfcient length l:• peneirat9 he ,rood
<br />W;:k cno "-. deck id !oast 3/4 or ust through plywood. Follow (that above lbrImullons for
<br />ap�lh;t!i�Om.
<br />NOTE! Stfingies Nn be app, sd ovar wood shin9lo# whom precautions have bean (68n to v,o•
<br />Ads an docop!abis smooth suhte. This, inoludas dutfmg back all shfngfss at eawe and �asms
<br />and ihslalling new Wond adylrgt strips as rinodsd. Make surtaos smooth aria t,eveted vn"d
<br />strip,, tf necessary. Inatu.l s30 underiapTiWA to MOIMaln ;less .A rehng.
<br />Trio product it told M111 an ex' est LUTE:0 WARRANTY only A. ptpy of lha L f.'I": • v "AkRANTY nong to
<br />'.stmt and rssloollont 4 PA"'A rin 0;9 prod W::ppe) or rr y:;.s ob )' rd rr. n o+a dis.lu or of (114: '(WM a
<br />dlradCy from GAF Motdrs,s iq a s6 m. ,toy deviatk, I n prheed •..'nr. ia• s ehan bn the ehporisiblity of
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