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38900 & 38902 B AVE
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Sta+A Gina Fti.dsnlr snq*--lrpe List at wa# aprrwa �Bnnnel shagad 2 iEL was by r in htg6 wr t3ae Uac# alcii ax f** U8 sA trtlli rdeeas #Fat fa +rrcat rk iYtt s 24 Bap 4 � 11 0A fiastenert nggt W a * to ia�� or ebt dgr l� �9 tsperet{ a tpert} d tYrb wal}tibatd, As pimw thaia'T ids of wallticsrd, met` 04Wf >g t 9 Etb DG N ►1ia¢ LA a*Pcaft stu4 titMv2k tob uitAa Qqa No m $¢. deent -watad fad marets•rpy Dar - Lpat aatYs tat�sters w8i1 Board ahaff ba nelted'ts tap and §Duet`: plate wing No, fFd ws 3. B ats acid fff k ts' ,. At Shcwsry Slasa flpaa Ex minaret wsaL irasvi 1600. KnmA Fitter L &w hn $ I C T e g °. ` .d.pu fi _..°w eN.� q- LA '_ �`rc� s to y �� OCR ry �G �v - j-, z8fa aL a =1 �- s a:,......� Oak If 16 1 uNT 8 IL \t I NM AA r / \ r \X I Yq y � AMA° X11 r � 2� 1<tt Cl i I i "V 1 � Q I rt? Y' 1) ..3 - I -09cV 6 N M 1 1 1 ;� 08 V MAIN L 16 01vt 11.. M lE R BEN/ R w /,2 MC r k 8 a 1 -Kr. URKr ?S (� (D CUME R A MMt- P LU W [F - L -_ SA m 1ky Gp PP eR 6kov"vd pe C(pAINCC: p 1Ill .,...- .....,.�..a.......�. -. � ► g �a tr � rac� �p t t )LAICr Date AX 26 PRRCl10 ON NO. t000N Ct.tJ1RP'RhT' ( it ��- C�ENERAt, STRUCTURAL NOTM6 Sd CUK 914' OC STAGGERED V 2 610 I'L YW&P 01149AI US1~ sihlPSpN �rA to 8 tiPt, GA9LE T, W @D !bd C[X W DC THRMAH DOT, $-- CHORD OF CABLE INTO 2'x8' PRE -CAST LINTEL t/8' GYP, 11 FASTENED 10 CHORD V/ 5d COOLER 1 1%V S NAIL ! y RCCIIB - 34 WNW PLANS COMPLY V41TP SFCTION 1606 OF TP,E l ,r_!.;•>OKI BUILDING CODE AND ARE SIGNED AND SEALED BY AN ARCWITECT LICENSED IN THE STATE OF FLORIDA. DESIGNS BASED ON TNE. ll': 011- pt_.lUll:17f1�JG CODS t: TWE STANDARD FOR HURRICANE RESISTANT R 51DENTIAL CONSTRUCtION DESIGN HIND LOAD 110 M,P,W 120 M.P,N 130 M.P.0 DESI(NEE) FOR E 123 ,M.P,W 3 SECOND aU t 1, Concrete shall have a minimum compres$lve strength of 3000 psi 9 26 days. 2, Steel. reinforcement shall have minimum yield strength of 40,000 psi, in accordance with ASTM A -61.5 3, Concrete masonry units shall be hollow loud bearing in accordance to A5TM C(10 or C145 1(100 psi minimum, 4. Grout, snail have 3/6 max. aggro ate 8--11 in slump 2000 p si or ASTM C476, 5. Mortar shall have be type M or 5 in conformance A5TM C270. ( The outer Foundation bars shall be continuous around corners using corner bars or by bending the bar. In both cases the minimum bar lap shall be �5`." Lfkewlse the bond beam reinforcement shall be continuos around all corners, 7. Attach plywood sheathing to supporting trusses or other framing with common nails as follows: a) 4" o,c, along ends of plywood panels, b) 6 , o,c, along intermediate supports of plywood panels. 8. Provide 4" x 4" clearest for all concrete filled cells, q. All structural walls to be # 2 Southern Yellow Fine 0 16" o,c, 10. Ali girders shall have a minimum of 3-2x4 studs placed directly under the girder errtd double plates, 11. Pre - manufactured roof trusses to be designed in accordance with the last test TPI design requirements, The truss manufactured is responsible to furnish all reaction loads For dead load$, live loads and wind loads. Manufacturer to submit truss layout and details signed and by Florida register Engineer, 12, Garage door, windows, and other exterior doors shall withstand the specified wind velocity, Doors and windows manufacturers shall submit data specifying required capacities. These elements shall comply with 5BC wind load requirements. 13, All exterior concrete block walls are designed as ahear walls or shear wall segments with Our reinforcement every other block as per the requirements of the National Concrete Masonry Institute, 14. All openings greater than 6 feet to have i #5 rod on each side of opening and filled with grout. Openings grater than 12 feet to have 2 #5 rods on each side of opening. 15. Contractor to verify all dimensions and conditions in the filled, 16. Any changes to sealed drawings must be approved by the Consulting Engineer or Architect. 17. A foundation survey shall be performed and a copy of the survey shall be on the site For the building inspectors use. Or, all property markers shalt be exposed and a string stretched from marker to marker to verify requires setbacks, .t CLG 18. All Plutrbing, �.tectricol. and Mechanical roughens, must .be complete, inspected and approved before regpesting the framing inspection. FW I05.6. i9. A permanent sign which identifies the termite treatment provider and need for re- inspection and treatment contract renewal shall be provided, The sign shall be posted near the water heater or electrical panel, FBC 104,2,6 20. Condensate and roof down spouts shall discharge at least 1'--0" away From building aide, walls, FBC 1503.4,4 21, Irrigation /sprinkler system including all riser and spray heads shall not be installed within i of the building side walls. FBG 1503,4,4 22, To provide inspection for termite infestation, betLueen wall covering and final earth grade shall not be less than 6 inches. Exception: Point or decorative cementitious finish less, than 5/6" thick adhered directly to the foundation wall. FBC 1403,1,6 23, Initial treatment shall be done after all excavation and backfield is complete. FBC 1816,1,1 FBC 1816,1,1 24. Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. FBC 1816.1,2 25, Boxed areas in concrete floors for subsegpent installation of traps, etc,, shall be made with permanent metal or plastic forms. Permanent forma must be a size and depth that will eliminate the disturbance of soil oftet' the initial treatment. FBC 1816.1.3 26, Minimum 6 mil vapor retarded must be installed to protect against rainfull dilution. If rainfall occurs before vapor retarded placement, pretreatment is regired. FBC 1816,1,4 27, Concrete overpour and mortar along the foundation perimeter must be removed before exterior soil treatment. FBC 1816.1.5 28. Soil treatment must be opplied under all exterior concrete or grade within 1 -0 of the structure sidewalls. FBC 1816,1,6 211. An exterior vertical chemical barrier must be installed after construction' is complete including lTdscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, FBC 1816,1.6 30. All building are required to have pre - construction treatment. FBC 1516.1.7 31, A certificate do compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. the certificate of compliance shall statet "The Building has received a complete treatment for the prevention of subterranean termites, The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services.` FBC 1816,1.7 32, After all works is completed, loose wood and fill must be removed from below and within 1 --0tt of the building, This includes all grades stakes, tub trap boxes, forms, shoring or other cellulose containing material, FE3C 2303,1.3 33, No wood, vegetation, stumps, cardboard, trash etc,, shall bs buried within 15' -0" of any building or proposed building, FBC 2303,1,4 34. Provide AFCI (arc - -fault circuit interrupters in all dwelling unit bedrooms per NEC article 210 -12. %RXTUM M 96 CWWA PER W FLOROA t3UWI% CODE (FIX) DESIGN M `ELOGITY - w..---- M__ __-- -- --- -_-- -- � TANC81xACCaP7-.... ---- ---------- --- - -- -- -- - -_ 1dJ t31.1ILDIW3 CATECf?tv1` -------------------------------------- F C01'c7 ^T6 ANO CLADO[Ws t)56166 Wilms f'f 95kN l8 TA1Si l's8 ON THI$ f'AGI3 ROCOFD A0LOAD. - ____- _----- -------- -- - --- ---- ----ji PV ATTIC OVB LOAp _ _- •.._- __-_-___.._- __--__.__ t____- -__ -_-- I ll Fo* FLOOR LI VE LOAD --------------------------- _40 FSF FLOOR DEAL) LOAD (CONC.) .. " _- ___-__ __ ___________ ___ __ _-x5 P6F CO34!; t (AT 18 DAYS) ___ -_ - - -- ---- .______ - --- . -- 2500 "1 "W NG STEEL --------------------------- ASTM A615 GRAUIE 60 M(NM LAP FUR No, 4 HAAS : 2V No. S a4m # 2 5" No. 6 OARS 30" No. I OA" = 35" OTRlJC1URAL VEEL ----------------------------------- A$111 A -36 LlMUR MINitTtM Pb ------------------------------------ I15Pt ". I 1158 (MIN") 80 PET PINY. Not OR 00GL 4S F*_LARCW N01 FOR ALLVRJ,%r-96 LCA[) UARING OR �XF' O TO WIND WIL "ARNO PRES" fAte{?) ---------------- 6E9 FOJNCATI(N PLAN TO 138 F150 ARF190 Pf" TO KA013 CF f=Up.TM R!1i1410�ENT ON CaMtg PM WlI r 001ti4k 01ATELY IF 541L FAILS To MEET KWIREMENIS. $TI TURAL ID861C1N BNALL e8 IN COIFL140C5 UTW CRAPTER Yoft 0 0f7tl W, ALL WW SNAIL N AC< MMq lUITW TTY ?W1 W " LOCAL MINAWES 4l) gdUATION& NOTE# 1,) ROOT SYSTEM TO BE A PRE -FAB AND ENGINEE=RED TRUSS 11 84' 0,C, A LL TRUSS CONNECTION SHALL MEET THE HURRICANE CODE AND TH DESIGN SHALL BE SEALED BY A PROFESSIONAL. ENGINEER, V ALL INTERIOR L13AD BEARING WALLS REQUIRED BY THE TRUSS MANUI', SHOP DRAWING'S SHALL HAVE A MIN, OF 1'- 4'Wxl' --O DEEP BELL FMTING `,J/2 - #5 CONT. RE" -SAR. WIN A&W +,ftwo" . "At N . e,a .a..wwwaa,w ata01ay,4tr, 2-2 'TOP PLAIN !"X4" STUCS 'M i6" OG d COMMON AILS 'A 12" C Cs 4 ORMISCIATIS COMMON / IL$ "CC. Ol ND 11DG11 4't PT >"T T. P" I A i .�W JOI 10d COMI'Pi3Ohl NAILS'$ 12 INTIAMM0VAtIll /8 2" PLYWD, FASTENING DETAIL- GABLE END NAiLO +s i "•,OCR+ AIROUNO 131!XvII2 woo* %OCeINo 45" CC P1 OOq JOiST P. 3/4' PLYWD. FASTENING DETAIL FLOOR DIAPHRAGM W OOD EM.00IC iN 3/4" PLYWD. FASTENING DETAIL FLOOR DIAPHRAGM 1/2 J) PLYWD. FASTENING DETAIL. ROOF SHEAR NOtX: WARPSOARD LAP 81DING OVKq SHROTiNCs NAILING eHALL. So i0d GAJ.V. WITEH MIN. SHANK CIA, Oil 0.0 INCA{ AND A Mild. WI2AD CIA. OP 0.240 INCH 6TA 6 AFRO e 1 OC 0 TOP 4 SO TT. a »PAS Q000 .18116 "00 GOMIk" ON iL6 0 12" OC 'ImmoDl4?13 ..._, ;OMON )UN rL � il�.lil5 F 3 rrllaedAndunl�Pn ,eruat��r 4 8800nd Course flip and Midge 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. 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. 6 027mm) of oaoh shins'# expeced, Sirfke a Chalk line about every 6 courses to abeck pa+alei aAgnmsnt with eaves. FO`," applied $09-1001109 dots on lower wurses are desrgnod (o seal down the SHN[a tabs in an upper course, Nt3T9 Shingles may be laid tram eflhof om aNng ;a to mow w ere cove, n &[* atm KP & 'W ge Soma e haft or ri nl hand side, $tart at elthar rake i ( dais s ) i nglna 1A (3a8rnm) w n cement Can few ova r p o rope 1p s doppe s h i ngles edge O h "(4 62 mh nomeACbsoh+ Appty!xpsewayfonl tahnmOd fbmrake, reperfa pmov 'grytnd alrbU:on .vppeJr"A •• ....._ NOV A WA' (143mt) AII�LICA'1"ION IN ,e� 9 ' *� nbaYe boa. Y(P.1mn,) lM . . • • „ . • .. .. -..•�' yarn ddga 1 Notes Thstt shk must be naiad - T� " '•� it•ttr• f 31r!' 14 1 sra vt 1.t to• rnm anrnplo, cause I e nafrtirai b 818" (143mm) from 1,11amm) s mt- sane))) (19 2sr m) (i9 I (2tmrt3sm,) b" g - a -t 1ro'tasmm son (2 � "1 F" i - • t j lsattom of akin toe, not In or above i"• Not t -t ur smcTaamm>- Self seal, ae shown. Nails shoUid '� " " e' w "" "' remain unexposed (30 mr� C aer8li13mmi O a aeda a O o t &'C(149mm) 0 0 o Wait Flashing (Sloped Knit to Vortlnal Wall normal Adheeva n =lam Ght ) �" tflney Flashing sn,ealhiup _._..- -.- SW'na Cdohat on Nonunodnp r, Aral h'Ch sloe of countar•itshnglo nosy Standard N6ilfig Pattern -tour nails pat shingle 91x Nall Pattern •where rtquired by local cede ext4nd Own "y - Nor- ax,adtng n,auA Le1e nesi,k Datalnalung On/pnra 'ac W cat+, ah. Comarsilnn'xa,MnaAwf!h2n�is. ' SO . �` ' GENERAL INS'rRUC 1`IONS t (,prm,ntF e. Sono s7tnylnp ahrnpi� .n aaphell pId3BC cOm /n1 ROOM DECKfS: For use on new of reroofing work over wag-seasoned, auppalad wood ePp*y 2 arler -sited deb$ of shin la teb adhasNe on iht back of oaoh teb, approximalefy _ nkma, rin.wna 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) Ins capecily and smooth surface. Plywood decldng as reaammanded by The Etginewed NOW peased ly into the adhastva. / 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, 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 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. 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, 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 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. R1 ���W 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 aoonnp coita • 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 tGon# aro evafiabie fran faAP Matarafs Corporation, Conlred or Services i 0e 1361 A4n Road, cation of that adhaaive. Rod 00k oth 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 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 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 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 damage the shingle. Raised fastener vdA Intarfore with the sealing of the shingits. For normal firmly into the adl•esNe. 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 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 g err hgr A'n Y Wn�pter a tM p 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 • 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 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 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�� decks rand p p rs cement tr ( +me e ,sent 1�1' Sn ;A metal iapA x•,Ih TOM • nCW,inp b fi p 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` dirty the f se 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. 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 9 Sl A nil, 9 a s ya a ynastai Dater Rey aacss .a4:ay - al , nail: a Yn d as ahCWn • • • under el,inplrs al rave. '� _ .,,,..,, _ _Fan A es �n Underiayment: Standard Slopo -W2 (333mmIm) or more Ilia Underlayment: Low Slope 2!12.4112 (1137mm- 333mmim) 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 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 AppkMlon O we 1's batwae a h,g err. fleshln . Install cave Aeshin such as GAF Materials Co N1 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 )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 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 extend 24" (610mm) beyond the inside vial! Ana, extend '244" (610mm) beyond the inside wag line, Whore Ica dams of debtls dams are not °- ex ected, install 2 piles of Shit le -Mate• underla ment, anuTt� n t r i ' 4 ace y sr sale _ ter --'" P '9 Y e'aeet v.uray lard& Gnd la � 4 I102mm neck ,r (sa5mm) wta il Ww dope �aeaMra�a stet auaAAwrw Minimum $tope aro m mauewM l a r to 4' Weather WAt'W portaWerskpes.aeeeokta Leakeanter (atmmto luftft) ' �` 1 -i ea"Ormcerr '� Valley construction••closed Cut Precaution my Notes t � ` Theas ohinglas are flbaroiasa, sett- seatfng asphalt shingies. Because of the natural ohamoteoviae of the high quality waterpioofinq matsr(a ueW, these shingias vriti be suff to Mid weat;ter and • tn°`ov e flexible In hot weather. caw noaoveme �l anaraende (e14mm) na - n varaycenlodine ed�1u ; /nKtn t. 8urdfes should not be dr d on edge nor should anempt be mad* io separate ehingies by wide 81Sn�e Maker de Y (eimm) tptle lap Pa ehsan eN tt lamm) yr 9ic rArOi o sMn a;► H0 r '1n "breaking" over ridge or of er bundles i tmrhymenl WldsWrola•Mate .,�,� t y y� n lPekBO Pr(e"(161etm ""'-- 9'(tgymm� cgnua�ina . Fia(Mt9 oereArpy St;ing can oaay be roken In cdtd waalhet ur their edge's e dame �! rt 4'(,o2mn)Endlep undedaymet r andtaFa)nvnl' 2 tot a il b 9 9 .-,s^ (*9mm) 110 weather, R14 ddP /d o v" to provide 3. All ex A>dne rake p as Hopi eavaa pW aM'ertay"td e a E na m t► )weed rnatarialt must be of Clete A type, drtpedgeontee on topImels)41to*: arr (IOtnnt)Notoverhre do c"& , . , a ` 'l��mm) 4. 5teraas sitcutd be in a Savored, MUIV44 arta•rnaximutn tern rature 110 *F (4sn,) Store y ;6rwnna lg t arunderaymera Ea'reedr�edpa do flat surface and use vralght *quafiza 0gn oards it patiats ors to to dnu s sacked, Carryrn� neynv» _....•,•_,",..... ` wh _ tom, tel.v -- •-- --...- ..,...�S141o�p$amera�t 8hinp(at must li ro.eoted from weather en b elomtl el job Site, Oo not afore nter steam ' aaarrtaretaea . • n vo n amen p - •....�,.rru.ar.rrrrrrt�eAr.etA • � • " � pipes, radiatara, oto., or in aunligiyl. All tared product must bo stored on ands, 6 ut . du g PRGLONGEuJ COLD cortod# or in rots whore tkborne $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* Am 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, s laid front fall to right a dght to M. 1J0 NOT fay shingles shaight up the roof since this enli64e�auro 8y a0 ot *WdbT0 n oce 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 kern Dril For inwimum wind resciftla 4 alone rakek mment 4Nrpres to u,deP,eymant and each other in a 4' (t rdnrrt xtdlh of eaptan Plan& rod Cement Trim r (1Qrnne I to N 0 7em,n) tram end 01 �- FV Si mple Prav1 ahingte W (let") over Save two ne edgeb io provide d rp edge Mr. tabs 9ya1 Wetter oowas ehlnpies, * en plaa and r.9 It Shawn, t• to 4' Qtmte to 102mm) from ms UndaRayment Plpta ahha;ea ti0aa tc yeNar tlttl t Vn'I CraWt 4arlmw and wuno rnlb ,rhale thinp;u 6te GOWN wit Whale ie I s 0 /6 okJo d o x $eve and n.ke 1111.1.11p Sops/ ced to ntovtde artp alga It old nphaft shinp are to •ematn in piaA hall down or oA away ail rocs*, aurled u lifted shingtes; replace with rsw,, end 1vot before app.ying the now rooftn syroap ihn sumacs cia }n of all 1 . tools dstW& Stns ary irregularities msy ehpw through the new ehingie*, be c"q the W dadyfrg s Arp! fanned 2 @<.mm) "" + r IK"Ples provide a smno(h su,fece. m vauay centa, Fae(enera ml at b# of auftfcient length l:• peneirat9 he ,rood W;:k cno "-. deck id !oast 3/4 or ust through plywood. Follow (that above lbrImullons for ap�lh;t!i�Om. NOTE! Stfingies Nn be app, sd ovar wood shin9lo# whom precautions have bean (68n to v,o• Ads an docop!abis smooth suhte. This, inoludas dutfmg back all shfngfss at eawe and �asms and ihslalling new Wond adylrgt strips as rinodsd. Make surtaos smooth aria t,eveted vn"d strip,, tf necessary. Inatu.l s30 underiapTiWA to MOIMaln ;less .A rehng. Trio product it told M111 an ex' est LUTE:0 WARRANTY only A. ptpy of lha L f.'I": • v "AkRANTY nong to '.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 dlradCy from GAF Motdrs,s iq a s6 m. ,toy deviatk, I n prheed •..'nr. ia• s ehan bn the ehporisiblity of npptidator arni,'or sx,clnor �1 � tC� 0 Uj t �AtArw � �C *■tea 1 i1L:MY fist' asalr` �Y� .alaeaptrl5.anatr�{aaYtY.�aaYy 0 6 Vj ,nas•,yt cw 7 an 0 tr sou y SEAL. A 0 . 9. YIl '�JI'.elSty?sA 49Y.,ti :104 »YG � . e?. YeYw" �+'+ 1!) eAaKrR 'd'J4'!Yi�t.'C1!i"14eMh ". r>•,.k U ;d COi"iMON AILS 2 12" CC j"T19=M12?n I ATM (1) 45 CONT, NEW TIE $ AM EXISTING TIE BEAM #5 VEf?T TIE TC) TD, HOOK @ TOP A D BOTTOM DRILL 4ND Ef OXY (1) #5 8' IN D EXIST, BEAM TIE TO VERT. AND CONT, DRILL AND EPDXY (2) #5 8' IN TO EXIST, FOOTING TIE TO VE RT, AND CONT. (2) #5 CO T, WNW -- �---- - - - - -- - ----•---------- NEW FOOTING — \ -- �rXISTING FOOTING NEW FOOTING EXISTING H113USE , XI STiNG ANn PROPOe ,fit" nlf riON 4 TYP, 6' MAX.. @ CORNERS 24' MAX. O.C. TYP, WITH SCREWS (12' MAX. O,C, TYP, WITH NAILS ALL (4) SIDES CAULK ALONG BACK J SIDE OF FLANGE BEFORE FASTENING (TYP,) TASTE 4' TYP, 6' MAX, @ CORNERS NOTES 1. USE #10 X 1' PH. SMS, #10 X It WOOD SCREWS OR 8d GALVANIZED NAILS, 2. ATTACH WINDOW DIRECTLY TO FRAMING UNDER SUB- SIDING• W INC OW STUCCO LINTEL SECTIONS LINE t RE�I A E EEIr1CAT1tIi3 10' LAp RC1 TAUSas �,y( p1l�''SIK. V NJ CnNT. FINISHED MASONRY 12PENING WI. — SE E - AAAtPF:cKcAntiNs 1 LAP RIMF TRUSSES KNOCK -O'JT BLK, W /#3 CGNT, ;. i dill CALL SIZE WI T • W _ ' = '. CAULK TYP, fI T I D A; • `' is 1/ Si1RRUPS 1 4'.. " O.0 °iCN4TH9 OVER 44 •-B" �TIEO „ P/T .• •.,° INSIDE F -8 -24 8UCKST • I.R ..•• TAP CAN .:.:,., DRYWALL J J I N31II-11-WUN* LUINCOU) WORIZONT14L SEC TI ON THHRUASIL�IERS _ �. FINISHED SILL_ C1 H -�n " BY OTHERS : 0 <t '"r .JAMB P/T BUCKSTRIP DRYWALL BUCKSTRIP LI CO INSIDE •1, I . 1/4 .� CIUTSIDE •..:. A. 'fit •S. DRYWALL c7 INSIDE ;?' 'tea F -8 °24 Mr- X1`1 ;..:� . OUTSIDE TAP CON �, Z ri i11��fMafNr�"i'1YIt Wi�Va9iYI �I' "W���"F'TU11�.T WII�I�aW SILL W►� MASONRY MIN, 16' LINTEL GAP TYP, LINTEL SECTIONS — SEE CHART FOR RE -DAR SPEMCATI*S 2 LAP RDDF TRi3 I K"X-M ILK, Y /!t3 CUNT. t RE�I A E EEIr1CAT1tIi3 10' LAp RC1 TAUSas �,y( p1l�''SIK. V NJ CnNT. • — SE E - AAAtPF:cKcAntiNs 1 LAP RIMF TRUSSES KNOCK -O'JT BLK, W /#3 CGNT, •' ,� f 7/32 0 Pt AIN BAR EACH is 1/ Si1RRUPS 1 4'.. " O.0 °iCN4TH9 OVER 44 •-B" �TIEO „ • i_ 7 32" PLAIN JAR STiRt Up6 �" (1spS11SIONER91 0 4' 0 O,C, OR WEL00) sEE CH r Eaa L Alb SIZ a• O. t ( 2 YlI g ~0 R on 'A'EL OID) ST u)r41 CFiAk1FCR YENf NtI Std r &1 '^"► -... -. �_ "p, gAAgg ((MMAIN REINf') SGHE4VI,f MIN. 1/16' GAP @ • CAULK ALONG BUCKSTRIP Jt2INT BOTTOM OF P/T (FILLER PIECES ❑F -� D /4" P/T BUCKSTRIP BEFORE BUCKSTRIP MUST BE ° BUCKSTRIP FASTENING TO 24' OR L(7NGER) a1 BLOCK (TYP,) PRECAST CAULK Q EACH SILL JOINT (TYp,) � FASTEN BUCKSTRIP CAULK (TYR. INSIDE ;t•d`r,.�, OUTSIDE MASON '>Y a i��N I1�lC� MASONRY LINt111. SCHIBOUl.11 l�I�l.l�'t CCaNN���'iC�N pi.ANealg SIN(SLO WUNds i' P/T RUCKSTRIP •'„ DRYWALL _ CAULK ALONG BACK SIDE OF FLANGE BEFORE FASTENING (TY 4' TYP, 6' MAX. @ CORNERS STUCCO LINE FINISHE]) MASONRY OPENING WIDTH CAULK INSIDE CAI►L< INSIDE CALL SIZE~ WIDTH ; +p j. :•1111 TAP 'Ci7N OUTSIDE a, F P/T BIJUSTRIP INSIDE F -8 -24 - t TAP CON L MOVING SIDE FIXED SIDE ,JAMB JAMB NO FASTENERS D ri C2 THOU SILL r:- T z H xH 0 FINISHED SILL BY OTHERS INSIDE.` OUTSIDE SILL SILL MOTAIL DRYWALL HEAD INSIDE DRY'dALL -. F -8 -22 TAP CON N0A0 O0YAiL n ^E FASTENERS IAT. ARE PROVIDED MANUFACTURER TYPICAL LINTEL SECTIONS — SEE CHART FOR RE -DAR SPEMCATI*S 2 LAP RDDF TRi3 I K"X-M ILK, Y /!t3 CUNT. �" RE�I A E EEIr1CAT1tIi3 10' LAp RC1 TAUSas �,y( p1l�''SIK. V NJ CnNT. — SE E - AAAtPF:cKcAntiNs 1 LAP RIMF TRUSSES KNOCK -O'JT BLK, W /#3 CGNT, . ,� f 7/32 0 Pt AIN BAR EACH 1/ Si1RRUPS 1 4'.. " O.0 °iCN4TH9 OVER 44 •-B" �TIEO „ • i_ 7 32" PLAIN JAR STiRt Up6 �" (1spS11SIONER91 0 4' 0 O,C, OR WEL00) sEE CH r Eaa L Alb SIZ t ( 2 YlI g ~0 R on 'A'EL OID) ST u)r41 CFiAk1FCR YENf NtI Std r &1 '^"► -... -. �_ "p, gAAgg ((MMAIN REINf') SGHE4VI,f 7 .� iU �, �.a. w'. "-ti- SCtTJ55NaE�1IVE0 " RE 2bO PRE -CA57 LINTEL SE AD C Di , G R PER R ¢F ENiy6 SSZ t s • ' 9 " BARS SCE SCHEDULE _ M L L TELSA f ANA ALLUYAILE LdAAi. • N II � I.3fTE'L'S PEA AND A�AILE OA � " A DARE PER SCHEtULE PRrCA3T CONCRUE ,NSTALI. LINTELS PEA AND ALLOWABLE LOADS MENDATICNS -- REINFORCINO SCHEOVl6 AND LOAD CAPACttIE3 REINFOMINO SCHEDULE; AND LOAD CAPACIttl i� I j1# FgCfi11V7 6LE nPENiNd SEE DIM GPENIHG F=M RECE DETAIL 5ED LINTEL DOOR LINTEL INFORMATIb a9 y���� SC6 PLAM tit LOCATt11N IV WENIN01 It ON IaTFe SI t THE GPEid1NG >F GPEMttG F MUS OF�THE aPE% ra SUPPLIED HT CAST CRETE SEi D[t4R GPENINi1 _ ,� DOOR LINTEL INFORMATION gg� �P PL1N Lt1CAYdt1) S'° ER ES � „, c ! C r SHE CPENINt�RE�rums PPL 0 CA Te D As 7MS y0ty, SEC PLAN ECR LUCA IF 00Pt7tIN5 E DS r/ -c vERr, Rts utt IE UN BDTH SIDE OF YHTHE: EW E S G IF GPN EXCL D! OF - THE OPENING IBS SIDE WINDOW LINTEL INFORMATION � AESCR(P -PRE -CAST CGNCRET! LINTEL INFO MAi1tlN WA NDTE, FDLIWING as CRETE su;=PLIFD IY t T UN SAFE LOAD PER LINEAL FGGt DEVAMM U NIFGRII s" LW PE:R LO&AL FnGt K DE1Ctz2PtluN UNt►'nRM SAFfi LQRn t'ER LINER! iEKtt Q SczE LCIV t L S zE -TAR 6 tJ4FSLLEO MARK DMI s TEL - L f Owi 2' -i0 - s, 2b251bs. L -1 L -8 L - L -4 -6 ' 8' -8' '- 4' -�0 V -0 V-6 5' -4' 1 -1 x -M -# 640 am 6408 lbs. 4 1 3 tbs 3144 lbs. 18f8 164, 79 t 1860 bs. t fW73 Lbs 10' -9 10 1g 18'�ti' 111-41 1 ' -T! 1. 13'- 4'- - t s. bs 1 , 6 W s' l s • 6 s. 1 tbs. y C=i C=E - ` 6 4'- 4 b ' - -# - - -#S S4 s. 3744 lbs. 1933 tbs, 1875 tb 1860 lbs. Ss731b7t, 5'-0 b tbs. f5 y i6s. s 8y &W, 4' "e -10 3 tbs, by, L "7 8' -° GARAGE 9' -4' # -# 2887 s, 1747 Ebs 1'550 tbs, 3 ibs. "Ir L -14 i " 17' 4 �g' " 7 1 s' i L^ $$ L- 0 -8 6' -6' 7'" ' 1 -0 -# 3 T097 1550 tbs sue` s, L -24 - - -15' 1333 I s s MASONRY LINt111. SCHIBOUl.11 l�I�l.l�'t CCaNN���'iC�N pi.ANealg SIN(SLO WUNds i' P/T RUCKSTRIP •'„ DRYWALL _ CAULK ALONG BACK SIDE OF FLANGE BEFORE FASTENING (TY 4' TYP, 6' MAX. @ CORNERS STUCCO LINE FINISHE]) MASONRY OPENING WIDTH CAULK INSIDE CAI►L< INSIDE CALL SIZE~ WIDTH ; +p j. :•1111 TAP 'Ci7N OUTSIDE a, F P/T BIJUSTRIP INSIDE F -8 -24 - t TAP CON L MOVING SIDE FIXED SIDE ,JAMB JAMB NO FASTENERS D ri C2 THOU SILL r:- T z H xH 0 FINISHED SILL BY OTHERS INSIDE.` OUTSIDE SILL SILL MOTAIL DRYWALL HEAD INSIDE DRY'dALL -. F -8 -22 TAP CON N0A0 O0YAiL n ^E FASTENERS IAT. ARE PROVIDED MANUFACTURER TYPICAL LINTEL SECTIONS 7/32 a PLAIN DAR EACH ! C UP TO 14' -8" LENGTHS L REBi�R EACH !,Q OVE R- 14 - 8 LENQTN . f 7/32 0 Pt AIN BAR EACH 1/ Si1RRUPS 1 4'.. " O.0 °iCN4TH9 OVER 44 •-B" �TIEO „ • i_ 7 32" PLAIN JAR STiRt Up6 �" (1spS11SIONER91 0 4' 0 O,C, OR WEL00) ( 2 YlI g ~0 R on 'A'EL OID) '^"► -... -. �_ "p, gAAgg ((MMAIN REINf') SGHE4VI,f �, �.a. w'. "-ti- SCtTJ55NaE�1IVE0 " RE 2bO t s • ' 9 " BARS SCE SCHEDULE L..... r 1 CABLE —" • � " A DARE PER SCHEtULE PRrCA3T CONCRUE PRESTRESSED CONCRETE ' REINFORCINO SCHEOVl6 AND LOAD CAPACttIE3 REINFOMINO SCHEDULE; AND LOAD CAPACIttl i� 801TOM AEIhtORCINO BARB �rrcoo �t�N4TN SPAN 'A' MAN BARS '8' BARS LoA� ONLY �fA aSiTE 2• t - , NONE i3ObO t 090 + J' 2'•2' PLAiN BARS END f / FT. / FT. r.ta' x -e• Homo U 90 S•. 4• • ONE 1, + 1 + Il��jll M�/.f W-44' . - . 7'.0 �2 2, 14 f f NONE 800 + 2,2b0 + L t t N 800 + 2160+ Ft. 1 - t lv -o 2. is 0 - i;' k3 v r, 49 , fr -0. 11'-2 7 t 1 $Qo //Fr,. 11'••10' 12' +O' b�• //FT b00 1/F t, H ° c Y 14 is-0 NONE; $so I/ft, 1,1' 0 /fit. 15'••4' 14'-0' NONE 6SO j/tt, 1,a 0 //Xt, #4 1 BARS 010 A/FT. 1.6 0 km' 10' -.4' 14' -0" 2. JS / BARS 500 r /Ff. 1, 0 I/Ft. 20' -0' 1 Or- e 2. #e 0 O AR$ 423 //Ft. 1,.� //Ft. 22'• -0• 2o' -e" 2, r3 1 OARS aao /ft 1,224 JA T. 14'• -0' 22' -3' 1. S I t1ARS 32{7 Ft - 1j20 Mlir. I COMPpgrrE LINTEL 850TION i s_S�! contlxuos CONUttt qK 'KNOCKOVT' 0005E crul AND "V' WNTE1, FiLUD w/ CONCRETE 500 f 21 AYS) + =SI A000 tStt D t1AIL) U 'V' w itm rO GREATEN IMAM 4-D' s1EC�ncAnoNs t. IM DTECI $MAU• 1t WIN, GRADS 4 0V(*kIE0 EXWT *44C PLAN SMS ()4OOKEO rOk 10NO ANCHORAC[) AAE 6DEGIPTCAILY PERjAi"t0, 2. CPNCRt1E PRECAST MEWIERI TO It MIN. +940 PS R 28 DAYS, i TH11 INfORlAA'11CN CONTt;LYEG H£REIW I WAS PRODUCED BY CONTEC SOUTH CONSULTING ENGINEERS, OLOSMAA, FL. IMPORTANC01 FACTORS FOR BUILDINGS AND t31t'1't1Yt'i BTtillOtUl�f:8 Nature of Ooevpanty Im portance Factor 1 All bulklings aid sin wcs except those fisted below 1.0 Buiidlnls and stnlctums where N 9mvpant load is 300 or mare In any ohe Mm. 1.15 lauildingt and structures 041grtated as essential fictlidts, inclarlX but not lianited to 1.13 (1) Hospital WW other Iet dkai facilities having surttry or emusenoy treatmeat areas (2) Ph or tome and police stations (3) Primacy aomr>micatian facilities and disaster operation centers (4) I ?ow•er fi doas and other udlides requtred in an tiruergeAcy ftl4ols And mclures that tegresent a low hazard to human lit$ in the event of falkuce, such as agricultural 0.81 towl inga, scteen mciosnras, Certain temporary. facilities, and minor storage facilities CTS G ACITY ET i? �x �� X�I IiG T4--- —T X r-IT8-r- T1IT�` � � ``_.._��� � - ,�.I$'_` DT� U - 15 - 5T - 73 - �F H 8 0 77 cX - �lc i ---- 5,00 _._.____- X MINIMUM 3' MEMBER�� Xa REACTIONS ARE FOR ROOF LOADS ONLY XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORGE THE PLATE OFF OF THE TRUSS, THE PLATE OFF OF THE TRUSS, #5 REINFORCING BAR #5 STD, 90 DEGREE HCJdK 2' -1 �/k3 OR #4 REINFORCING BAR 43 & #4 LAS' SPLICE 2' -1' �#3 REINFORCING BAR #3 LAP SPLICE 2'. -6' -^ X116 REINFORCING BAR 4. LAP SPLICE Above Information is based on Cast -- Crete (FECP Corp,) brand lintels. Based on tests conducted by Werner F. Rosch, P. E, Precast lintels may be supplied by Cost Crete or other building code approved E pwast monufacturem GARAC� R i 12 FELT IN WIDTH SHALL HAV •-•J VERT UN EA, $ME 5ofe Load table for Cast -- Crete High W Strength Precast & Prestressed U Lintels SAFE LOAD - POUNDS PER LINEAR FACT No, LENGTH UNFILLED F L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs 1 74� 3 Lb s 4 Lb s ...L — -=— ..yt.._ F'recQQat 1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs L 12 ,, rte. X585bs 1« L 9 Lbs L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs wr L to 15' �- 4 184' Prestr _5 1,210 Lbs L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs 289 Lbs 823 Lbs i GA MCHOR AND G "T . i % T THE 0202 A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN STUCCO CluTEREA LINE OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR FOR WOOL] STRUCTURAL PANELS "09 Z I Cl z v) t tj I r I FASTENER FASTENER SPACING (in.)t•a Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span <4ft <0 ft <8ft 2 112 46 woad Scrgw 16 16 12 9 2 112 0 Woad Sa'c Wsll 16 15 16 12 17ouble- Headed N s 12 6 4 3 i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q C��,►�q • A • SAM scwCeut£ L L 801TOM AEIhtORCINO BARB �rrcoo �t�N4TN SPAN 'A' MAN BARS '8' BARS LoA� ONLY �fA aSiTE 2• t - , NONE i3ObO t 090 + J' 2'•2' PLAiN BARS END f / FT. / FT. r.ta' x -e• Homo U 90 S•. 4• • ONE 1, + 1 + Il��jll M�/.f W-44' . - . 7'.0 �2 2, 14 f f NONE 800 + 2,2b0 + L t t N 800 + 2160+ Ft. 1 - t lv -o 2. is 0 - i;' k3 v r, 49 , fr -0. 11'-2 7 t 1 $Qo //Fr,. 11'••10' 12' +O' b�• //FT b00 1/F t, H ° c Y 14 is-0 NONE; $so I/ft, 1,1' 0 /fit. 15'••4' 14'-0' NONE 6SO j/tt, 1,a 0 //Xt, #4 1 BARS 010 A/FT. 1.6 0 km' 10' -.4' 14' -0" 2. JS / BARS 500 r /Ff. 1, 0 I/Ft. 20' -0' 1 Or- e 2. #e 0 O AR$ 423 //Ft. 1,.� //Ft. 22'• -0• 2o' -e" 2, r3 1 OARS aao /ft 1,224 JA T. 14'• -0' 22' -3' 1. S I t1ARS 32{7 Ft - 1j20 Mlir. I COMPpgrrE LINTEL 850TION i s_S�! contlxuos CONUttt qK 'KNOCKOVT' 0005E crul AND "V' WNTE1, FiLUD w/ CONCRETE 500 f 21 AYS) + =SI A000 tStt D t1AIL) U 'V' w itm rO GREATEN IMAM 4-D' s1EC�ncAnoNs t. IM DTECI $MAU• 1t WIN, GRADS 4 0V(*kIE0 EXWT *44C PLAN SMS ()4OOKEO rOk 10NO ANCHORAC[) AAE 6DEGIPTCAILY PERjAi"t0, 2. CPNCRt1E PRECAST MEWIERI TO It MIN. +940 PS R 28 DAYS, i TH11 INfORlAA'11CN CONTt;LYEG H£REIW I WAS PRODUCED BY CONTEC SOUTH CONSULTING ENGINEERS, OLOSMAA, FL. IMPORTANC01 FACTORS FOR BUILDINGS AND t31t'1't1Yt'i BTtillOtUl�f:8 Nature of Ooevpanty Im portance Factor 1 All bulklings aid sin wcs except those fisted below 1.0 Buiidlnls and stnlctums where N 9mvpant load is 300 or mare In any ohe Mm. 1.15 lauildingt and structures 041grtated as essential fictlidts, inclarlX but not lianited to 1.13 (1) Hospital WW other Iet dkai facilities having surttry or emusenoy treatmeat areas (2) Ph or tome and police stations (3) Primacy aomr>micatian facilities and disaster operation centers (4) I ?ow•er fi doas and other udlides requtred in an tiruergeAcy ftl4ols And mclures that tegresent a low hazard to human lit$ in the event of falkuce, such as agricultural 0.81 towl inga, scteen mciosnras, Certain temporary. facilities, and minor storage facilities CTS G ACITY ET i? �x �� X�I IiG T4--- —T X r-IT8-r- T1IT�` � � ``_.._��� � - ,�.I$'_` DT� U - 15 - 5T - 73 - �F H 8 0 77 cX - �lc i ---- 5,00 _._.____- X MINIMUM 3' MEMBER�� Xa REACTIONS ARE FOR ROOF LOADS ONLY XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORGE THE PLATE OFF OF THE TRUSS, THE PLATE OFF OF THE TRUSS, #5 REINFORCING BAR #5 STD, 90 DEGREE HCJdK 2' -1 �/k3 OR #4 REINFORCING BAR 43 & #4 LAS' SPLICE 2' -1' �#3 REINFORCING BAR #3 LAP SPLICE 2'. -6' -^ X116 REINFORCING BAR 4. LAP SPLICE Above Information is based on Cast -- Crete (FECP Corp,) brand lintels. Based on tests conducted by Werner F. Rosch, P. E, Precast lintels may be supplied by Cost Crete or other building code approved E pwast monufacturem GARAC� R i 12 FELT IN WIDTH SHALL HAV •-•J VERT UN EA, $ME 5ofe Load table for Cast -- Crete High W Strength Precast & Prestressed U Lintels SAFE LOAD - POUNDS PER LINEAR FACT No, LENGTH UNFILLED F L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs 1 74� 3 Lb s 4 Lb s ...L — -=— ..yt.._ F'recQQat 1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs L 12 ,, rte. X585bs 1« L 9 Lbs L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs wr L to 15' �- 4 184' Prestr _5 1,210 Lbs L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs 289 Lbs 823 Lbs i GA MCHOR AND G "T . i % T THE 0202 A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN STUCCO CluTEREA LINE OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR FOR WOOL] STRUCTURAL PANELS "09 Z I Cl z v) t tj I r I FASTENER FASTENER SPACING (in.)t•a Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span <4ft <0 ft <8ft 2 112 46 woad Scrgw 16 16 12 9 2 112 0 Woad Sa'c Wsll 16 15 16 12 17ouble- Headed N s 12 6 4 3 i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q • A • SAM scwCeut£ L L I COMPpgrrE LINTEL 850TION i s_S�! contlxuos CONUttt qK 'KNOCKOVT' 0005E crul AND "V' WNTE1, FiLUD w/ CONCRETE 500 f 21 AYS) + =SI A000 tStt D t1AIL) U 'V' w itm rO GREATEN IMAM 4-D' s1EC�ncAnoNs t. IM DTECI $MAU• 1t WIN, GRADS 4 0V(*kIE0 EXWT *44C PLAN SMS ()4OOKEO rOk 10NO ANCHORAC[) AAE 6DEGIPTCAILY PERjAi"t0, 2. CPNCRt1E PRECAST MEWIERI TO It MIN. +940 PS R 28 DAYS, i TH11 INfORlAA'11CN CONTt;LYEG H£REIW I WAS PRODUCED BY CONTEC SOUTH CONSULTING ENGINEERS, OLOSMAA, FL. IMPORTANC01 FACTORS FOR BUILDINGS AND t31t'1't1Yt'i BTtillOtUl�f:8 Nature of Ooevpanty Im portance Factor 1 All bulklings aid sin wcs except those fisted below 1.0 Buiidlnls and stnlctums where N 9mvpant load is 300 or mare In any ohe Mm. 1.15 lauildingt and structures 041grtated as essential fictlidts, inclarlX but not lianited to 1.13 (1) Hospital WW other Iet dkai facilities having surttry or emusenoy treatmeat areas (2) Ph or tome and police stations (3) Primacy aomr>micatian facilities and disaster operation centers (4) I ?ow•er fi doas and other udlides requtred in an tiruergeAcy ftl4ols And mclures that tegresent a low hazard to human lit$ in the event of falkuce, such as agricultural 0.81 towl inga, scteen mciosnras, Certain temporary. facilities, and minor storage facilities CTS G ACITY ET i? �x �� X�I IiG T4--- —T X r-IT8-r- T1IT�` � � ``_.._��� � - ,�.I$'_` DT� U - 15 - 5T - 73 - �F H 8 0 77 cX - �lc i ---- 5,00 _._.____- X MINIMUM 3' MEMBER�� Xa REACTIONS ARE FOR ROOF LOADS ONLY XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORGE THE PLATE OFF OF THE TRUSS, THE PLATE OFF OF THE TRUSS, #5 REINFORCING BAR #5 STD, 90 DEGREE HCJdK 2' -1 �/k3 OR #4 REINFORCING BAR 43 & #4 LAS' SPLICE 2' -1' �#3 REINFORCING BAR #3 LAP SPLICE 2'. -6' -^ X116 REINFORCING BAR 4. LAP SPLICE Above Information is based on Cast -- Crete (FECP Corp,) brand lintels. Based on tests conducted by Werner F. Rosch, P. E, Precast lintels may be supplied by Cost Crete or other building code approved E pwast monufacturem GARAC� R i 12 FELT IN WIDTH SHALL HAV •-•J VERT UN EA, $ME 5ofe Load table for Cast -- Crete High W Strength Precast & Prestressed U Lintels SAFE LOAD - POUNDS PER LINEAR FACT No, LENGTH UNFILLED F L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs 1 74� 3 Lb s 4 Lb s ...L — -=— ..yt.._ F'recQQat 1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs L 12 ,, rte. X585bs 1« L 9 Lbs L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs wr L to 15' �- 4 184' Prestr _5 1,210 Lbs L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs 289 Lbs 823 Lbs i GA MCHOR AND G "T . i % T THE 0202 A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN STUCCO CluTEREA LINE OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR FOR WOOL] STRUCTURAL PANELS "09 Z I Cl z v) t tj I r I FASTENER FASTENER SPACING (in.)t•a Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span <4ft <0 ft <8ft 2 112 46 woad Scrgw 16 16 12 9 2 112 0 Woad Sa'c Wsll 16 15 16 12 17ouble- Headed N s 12 6 4 3 i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q CTS G ACITY ET i? �x �� X�I IiG T4--- —T X r-IT8-r- T1IT�` � � ``_.._��� � - ,�.I$'_` DT� U - 15 - 5T - 73 - �F H 8 0 77 cX - �lc i ---- 5,00 _._.____- X MINIMUM 3' MEMBER�� Xa REACTIONS ARE FOR ROOF LOADS ONLY XXX DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORGE THE PLATE OFF OF THE TRUSS, THE PLATE OFF OF THE TRUSS, #5 REINFORCING BAR #5 STD, 90 DEGREE HCJdK 2' -1 �/k3 OR #4 REINFORCING BAR 43 & #4 LAS' SPLICE 2' -1' �#3 REINFORCING BAR #3 LAP SPLICE 2'. -6' -^ X116 REINFORCING BAR 4. LAP SPLICE Above Information is based on Cast -- Crete (FECP Corp,) brand lintels. Based on tests conducted by Werner F. Rosch, P. E, Precast lintels may be supplied by Cost Crete or other building code approved E pwast monufacturem GARAC� R i 12 FELT IN WIDTH SHALL HAV •-•J VERT UN EA, $ME 5ofe Load table for Cast -- Crete High W Strength Precast & Prestressed U Lintels SAFE LOAD - POUNDS PER LINEAR FACT No, LENGTH UNFILLED F L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs 1 74� 3 Lb s 4 Lb s ...L — -=— ..yt.._ F'recQQat 1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs L 12 ,, rte. X585bs 1« L 9 Lbs L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs wr L to 15' �- 4 184' Prestr _5 1,210 Lbs L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs 289 Lbs 823 Lbs i GA MCHOR AND G "T . i % T THE 0202 A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN STUCCO CluTEREA LINE OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR FOR WOOL] STRUCTURAL PANELS "09 Z I Cl z v) t tj I r I FASTENER FASTENER SPACING (in.)t•a Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span <4ft <0 ft <8ft 2 112 46 woad Scrgw 16 16 12 9 2 112 0 Woad Sa'c Wsll 16 15 16 12 17ouble- Headed N s 12 6 4 3 i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q #5 REINFORCING BAR #5 STD, 90 DEGREE HCJdK 2' -1 �/k3 OR #4 REINFORCING BAR 43 & #4 LAS' SPLICE 2' -1' �#3 REINFORCING BAR #3 LAP SPLICE 2'. -6' -^ X116 REINFORCING BAR 4. LAP SPLICE Above Information is based on Cast -- Crete (FECP Corp,) brand lintels. Based on tests conducted by Werner F. Rosch, P. E, Precast lintels may be supplied by Cost Crete or other building code approved E pwast monufacturem GARAC� R i 12 FELT IN WIDTH SHALL HAV •-•J VERT UN EA, $ME 5ofe Load table for Cast -- Crete High W Strength Precast & Prestressed U Lintels SAFE LOAD - POUNDS PER LINEAR FACT No, LENGTH UNFILLED F L t 40 48 . Pr 1, 875 Lbs" 8,043 Lbs L 2 � $_" _. �. 4"� !.��iw 1.850 Lbs 4 815 Lbs 1 74� 3 Lb s 4 Lb s ...L — -=— ..yt.._ F'recQQat 1.. 5 _ ' -- $" 78 " PCe+~ t 1,565 Lbs 3 270 Lbs L 6 7• 6 �90 precast 1,550 Lbs 2,687 Lbs L 7 9 4 112 Preca t,CJ25 Lb 1,'141 Lbs L 8 I 6�' 126 Preca 922 - Lbs - 1,333 Lbs L 9 11 -» 4 i36 PfeCGSt 8000 Lbs 1 4 83 Lbs L 1Q 12' �» 0" 44" 2yecast 750 Lbs 1,384 Lbs L 11 ' 1 .'t. -. 1 0" pre s $51 L bs ,G IS Lbs L 12 ,, rte. X585bs 1« L 9 Lbs L 13 14 -- 8 176 Prestressed 56363 Lbs!_ 1 ,341 Lbs wr L to 15' �- 4 184' Prestr _5 1,210 Lbs L t6 1 �- 208" Prestr tressed 3_87 ibs 911 Lbs 289 Lbs 823 Lbs i GA MCHOR AND G "T . i % T THE 0202 A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN STUCCO CluTEREA LINE OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR FOR WOOL] STRUCTURAL PANELS "09 Z I Cl z v) t tj I r I FASTENER FASTENER SPACING (in.)t•a Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span <4ft <0 ft <8ft 2 112 46 woad Scrgw 16 16 12 9 2 112 0 Woad Sa'c Wsll 16 15 16 12 17ouble- Headed N s 12 6 4 3 i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q i GA MCHOR AND G "T . i % T THE 0202 A In hllrricana•prone regicos with V > 100 mph (45 MIS), 1,, shall be 0.7'7. NPH: V= L11AD DESIGN STUCCO CluTEREA LINE OUTSIDE WIND- BORNFS 003AIS PIROTlrCT10N 1 t3CHt?gULR FOR WOOL] STRUCTURAL PANELS "09 Z I Cl z v) t tj I r I FASTENER FASTENER SPACING (in.)t•a Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Pranei $pan 6 ft < Pavel Span <4ft <0 ft <8ft 2 112 46 woad Scrgw 16 16 12 9 2 112 0 Woad Sa'c Wsll 16 15 16 12 17ouble- Headed N s 12 6 4 3 i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q i ST: 1 incbm-15.4 mm I foot =305 mm Notes: 1. This table is bastd on a maxinTum wind speed of 130 mph (58 mis) and mean roof height of 33 feet (10 m) or less. 2. F�stetlets shall be iastailed at opposing ends of the wood structural panel. 3. Wh&e sorews are attached to masonry or masonry /stucco, they she'll be attached using vibration- tesistant anchors having a minimum withdrawal oApac- ity of 490Ib (2180 k.N).' 4. Nsrlls shall be lOd cbtnmon or I2d box datable- headed nails. GARAGE DOM C /IN� G7 gW 0 3 TO HELT�110 HPH C IIatknoon EOpttrieg tfttbs + Its' Hradptate Mr 1 � 81�t,.1 2' Dt s. 8' YA R It 24' t1c, 8 PT WD. JA" 1 Ver'ticat Track Assrrabty �� � r � sT� MPH WINO LOAD CRITERIA, Jamb �r`Ad(ats Dt7[J" GMTER TNAN 12 FEET SHALL HAVIr 2-II3 V t, EA, SIDE CMS ARC 'TO IBS: FILLET) W/ 2500 PSt t:wCR�t1+ 1 /2 DIA x 6 41/ 1 1/4' BI ANCHOR M. USE 2' DIA, BY I/8' WAUER a 24' TIC. �•�- 2'x 6' PT VOOD JAM8 i 0 W 00 <-.., 0 Fop I LL <W mi to LU W 1 2 N UU V W z 0 38A SiI.i1:T No. Q UU V W z 0 38A SiI.i1:T No. Q GRIP EDGE AT RAKE; APPLY OVER E�NGE12LA1'MENT UND�RLAYMENt: 6-0 ASPHALI' FELT CONFORMING To ASTM D 226 TYPE I OR D 4669 TYPE I LAPPED 2" AND FASTENED PER MFR'S PRINTED INSTRUCTION) GLUE SHINGLES ALONG RAKE TO UNpE RLAYnNT AND TO EACH OTHER llr/ A 4 WIDTE4 OF ASPHALT ROOF PECK PLASTIC ROOF CEMENT ASPHALT SHINGLE6 TO HAA 68LF- SEALING ADH56iVE 6TRIP8 OR ESE INTERLOCKING, CONFORMING TO AOTM D 223 OR D 3462 FASTENED W/ (o FASTENERS PER STRIP. ALL FASTENERS MUST BE CovEnD 13Y 6HiN61LIE OvERLA1 FAOTENM: 116E 6ALVANIZED ROOFING NAIL8 w/ MX i2 GAUGE 1.103") 6HANK iII/ MIN. 316 DiA HEAD, DRiP EDCxE AT RAKE, APPLY w/ 6lPIC15NIT LENGTH TO PENETRAt 1NI'ROUGH ALL OVER UNDMAYMENT ROOFING MATERIAL$ AND A MiNiMUM OF 3/4 INTO THE ROOF SHEATHING oR THR O UGH THE SHEATHING. SHINGLE STARTER COURSE: TRIM OFF TA56 6" TO 1" FROM FRONT DRIP EDGE TO HAVE 2 OVEfkLAP, FASTENED R 12" O.C., EXTEND t/4" DRIP EDGE AT EAVE, APPLY E35LOW 6H5ATHiNG AND EXTEwND 2" UNDER UNDERLAYMENT MINIMUM BACK ONTO ROOF AMICA110N OF A5FH&f 5HINCU5 120 MPH MINIMUM WIND nOISTANCE RATING nOUIRED. IN6TALL SHINGLE$ IN ACCORDANCE WITH TWI$ DETAIL AND THE: MANUFACTURER'13 PRINT=O INSTRUCTION& IREF 2�D01 F13G SEC, 1E 01) .�a �p Ii 1 I t 1 � 1 �C7r O O �4 r 1 t i I 1 t 1 t 1 1 - _ .- xx EI _p ©t 0 1 2 ©i (D i0 ^ h x � +�� 1�1 © � t0'<8 845•. � 1�. 1 1 I 1 1 1 � 1 For S 1: 1 degree = 0.01145 rad. FI(WR81 D CLADOi zi 4 ,. 4 LONOITUDINAL 3 4E 46 LONGITUDINAL ROOF - V � m ANGLE 1 LONGITUDINAL tE LONOtTUDINAL A OLOCKENG 9 4' O.C, IN - ALL END JOINT$ 15/32" CD $TAGGI RED FI TWO $PACES iN OCGUR OVER wl LONG DIME:N$ION GAag EN06 ONLY FRAMfNG MEMBER ACROSS SUPPORTS � �/ // �/ /,/ /. ; TABLE 160.20 ROOF OVERHANG COMPONENT AND CLADOM 0903H WIND PRESSURES FOR A BUILDING WITH IVgM ROOF HEIGHT OF 30 %EeT LOCATED IN EXPOSURS 13 (nsin iB Basic Wind Spo*d V (Mph - 3 #600nd gust} Effective r /� TABLE 160.20 ROOF OVERHANG COMPONENT AND CLADOM 0903H WIND PRESSURES FOR A BUILDING WITH IVgM ROOF HEIGHT OF 30 %EeT LOCATED IN EXPOSURS 13 (nsin iB For 31: 1 psf * 47.88 N/m 1 fta = 0.0929 m mph = 0.447 rrds. Note: For effective areas between those given above the toad may be interpolated, otherwise use the toad may be taterpalated, otherwise use the toad as soci- ated with the lower effective area. TABLE 1808,29 s COMPONENT AND CLADDING W ND LOAD$ FOR A SUILAINO WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE 0 (put) Bor $I: 1 fta = 0.0929 rn , I mph = 0.447 ut/s, I psf a 47,88 Wink 1 For effeodva areas or wind speeds between those given abov► to load may be thterpolated, otherwise use the bed a.ssoelated with the Iower effective area, 2 Table values shall be adjusted for helgld and exposure by muliptying by adjustment coefflcients in Table 1008.20. 3 See Figurs IWS.2(c) for location of zones. 4 Plus and minus signs signify pressures acting toward and away from the buck" surfaces. e 8 510' Basic Wind Spo*d V (Mph - 3 #600nd gust} Effective i Wind LL wind !A Area Saslo Wind Speed V (tnph - 3 t000nd gust) o � Zone Vtl 90 100 110 120 130 140 150 _. Roof An to > 0-10 0 03 -21.0 -26.9 - 31.4 -31.3 •43.$ -50.8 -68,3 re 2 20 -20.6 -25.5 -30.8 -381 -43.0 -49.9 -81.3 2 100 - 19.8 -24.4 -29,5 -35.1 •41.2 -41.8 -641 3 10 - 34.6 -42.1 -51.8 -61.6 -72.1 -83.1 -98.0 3 20 -27.1 -33.5 -40.5 -48,3 -818 -6517 -75.4 3 100 -10.0 -12.2 -14.8 -11.8 -20.8 -23.9 -27.4 -17.5 1 10.0 -21.2 10.0 -28.2 11.6 -29.8 13.4 F oot la 1 0.30 d® reel -27,2 -33.6 -40 .9 -4$.3 -ee.7 -95 11 - 7& 3 •13.7 2 20 - 27.2 -33.8 -40.8 -48.3 -68.7 •661 -75.6 2 100 -27.2 - 33.5 -40.8 •48.3 -38.1 -eS.7 -73.3 3 10 - 45.7 -66.4 -88.3 -81.2 -98.3 -110.6 -124,9 3 20 -40.5 -60.0 -80.5 -72.0 -84.8 -98.0 -112.8 10.0 -21.8 10.0 -24.4 1110 •30.2 10.0 -36.5 Ro& Angle >„DO - 46 degroos -24,7 -30.6 -3819 -43.9 -51.5 -69.8 •68.8 2 20.0 2 20 -24.0 -29.8 -35.8 -42.8 - 50.0 -68.0 -68.6 2 100 -22.2 -27.4 -33.2 -39.5 -48.4 -63.8 41,7 3 10 - 241 -30.5 -38.9 •43.9 -61,5 -69.8 •68.9 3 20 -24.0 -29.6 - 36.8 -42.8 -50.0 -68.0 -68.6 3 100 -22.2 -21.4 - 33.2 -39,6 -48.4 -63.8 -81.7 For 31: 1 psf * 47.88 N/m 1 fta = 0.0929 m mph = 0.447 rrds. Note: For effective areas between those given above the toad may be interpolated, otherwise use the toad may be taterpalated, otherwise use the toad as soci- ated with the lower effective area. TABLE 1808,29 s COMPONENT AND CLADDING W ND LOAD$ FOR A SUILAINO WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE 0 (put) Bor $I: 1 fta = 0.0929 rn , I mph = 0.447 ut/s, I psf a 47,88 Wink 1 For effeodva areas or wind speeds between those given abov► to load may be thterpolated, otherwise use the bed a.ssoelated with the Iower effective area, 2 Table values shall be adjusted for helgld and exposure by muliptying by adjustment coefflcients in Table 1008.20. 3 See Figurs IWS.2(c) for location of zones. 4 Plus and minus signs signify pressures acting toward and away from the buck" surfaces. e 8 510' GABLE END /./ / oe / / /r GAOL.E END // •/ ed COMMON 4 6t O.C. EDGE 4 FIELD - - ed RiNG 6HANK NAIL$ a 4 O.C. 0 54f END OR GABLE TRUSS ed COhEPk N * 6" O.C. E069 AND 12 O.C. FiE"LP - R oor r)I APHRl l A M NA U NG 5CW b 'I - � HA LOICATION& t? �. ZM I E I"Nt SHALL BE CON$IDEREtl SPECIFIC HAZARDOUS LOCATIONS r OR 111E ' 1, CLAXJNG IN SWNGtNG DOORS AND FIXED ANU SLIDING PANELS OF SWING ( PAM) ,i ( ) t�offFt ASSE:3lI8..tE8. Z GUWNO IN DOCkt5 AND WADS OF ENCLOSURES FOR HOT TV$%. MJIRU>OM!. SAUN STEAM Ii(�M ; C]A1111118 SI40iME1i3 AND Of}i€R SUCH I'AQ11tIES YiktERE Si1CN.INd' IS CCJ�fi INOFiI 914rrtm) OR I MEMRIED HORIZONTALLY FROM A STANOINO OFD WAi k SUHFA WTHIN THE ENCka E AND } YRFip9E THE HOT" EDCE OF THE E�O� c:LAZiN6 45 LESS' MAN 60 INCHES (1524mm), MEASURE[) ; WERTICALLY, ABOVE SUCH STANDING OR WAl)gNG SURFACES. 3. O WNG IN AN INDIVIDUAL FTM OR OPERABIX PAIUL ADJAGENt TO A DOOR Y4liERE THE NEAREST 1. VERTICAL EDGE iS VNTHIN A 24 - INCH (81 mm) RADIUS OF THE DOOR iN A CIQSED POS111ON AND WOSE ROTIOM li. OE 19 LESS 114M 60 INCHES 1524 mm) ABOVE THE FLOOR CR WALKINK3 SURFACE. GLAi'_1N0 W �tMLg PETt3' IA. QICAR TO T1iE PLANE F' 'THE DOOR IN A CLOSM POST - TION IN t � OR WiTIAN gVVtU�NG UNITS IN GROUP R2 SHALL HE SU1JECT i0 2405.2.1(4) s' 4. M U�'.�1}flMT 1MEETS All. OF i F O CUNOiil 1V 11IMSE LOCA11ON pti%Mt8t0 IN ITEUS 40 EXPOSW AREA Cllr AN IN061DUAL PANE GWATTR THAN 9 sq It 1164m2). 3 4x I�3p0TTOM ED LESS THAN 10 INCHES � 497 mm) �Ag80YE�}THE FLOW. U ONE $ MORE " 0XU% A U�ACES NA1 g M M TNCVW(914rrtmf %'R1L0NTALJY OF THE PLANE o THE GLAZING. 5. ALL GUWNQ iN FIAiL1NGS REGARDLESS OF AREA OR HEIGHT A.9OVE A WALIONG SUWACE NC UOiNG STRUCTURAL BALUSTER PANEELS AND NONSTRUCTURAL IN -FILL PANELS, S. GLAZING IN WALLS AND FM MS ENMOSING INDOOR AND OUTDOOR SWMWN4 POOLS AND SPAS WIRE WAL NG A C OF THE GL F TH 1511 (1) LESS 1V 60 INCIiE i i 2tSmm_) A 4- Al1UNG UF�ACtf E POOL SlOrr 0F' THE fG AN0 2 1HE t�„AZI {S WA IN 80 INCFtr3 1626 mm HORIZ T Y OF THE WATER'S EDGE Or: � 51MMi� a PO OL_OR $PA. TI SHALL APPLY TO SINGLE GLAZiNG AND ALL PANES IN MULTIPLE GLAZING. REGUIRE L) SAFETY GLAZING IN 14AZARDOUS L.CXATIONS FM 2405.2 . ss•. 4:. 4 ' �F. �'- itii4�'+#.. ri#+.� ;!r�'?'...�%.T�9 "l�.S.'� :..�.A�wwf�w.X: . .. +. w�.!. r• �µ.:. w. w+-0 M-.+ N,. ar .ruvuu..w.uy..�..ha..rw..rx.N 4w# NIF' END kid .-._ .... t i e t to W'1 -10 �U iAIO M ,�a�w PAUL 40 9 T 14�d� 13u` 0 11e � �. Imo' MA - I .. i t 1 61P 0V d iy e - - rg1`d ►FEE` MPS F-01'40' ts'1' 40' 1t�4,2 IN�iUGAr"IG•N .��.,.� I Awl �.�' M1H ►IJ'Irp 4&Ao F... +. t .� 6 trill. Y.� oNG�>IrAN "Mr. TxeArep ilul ma=y A, dNt lot1 ' G VtJ • ��"�srw� �aNaalndt>j �1� �-r TYPICAL WAIL SECTION N.T.S. ( D lE° �`f t WA LL. i 3 1 E3 L. i- �� . l"� ` # I Eno P6 & d�' , , . - 4 � t L.6-- G xr_L. , a F'gt4ta -- -r-o 1 �45'1'Ai L t f•l6 i:rik ( - �•o T: - M 9A j§ � t L Ae , i stir i �." i t j f - 3 d Lt tit W(A b L. t~i :a T 1~c► x t st s�. hi al'�LS wherrethe high wind i 120 mph or more+ot within 1 mile of die coast where the w'iad3 n.re 110 mph or higher- buildings must be'designed to protect exterior windows and glass doors from the impact of debris tossed by the wind. Or, buildings must be made Strong enough to witllst nd the change in air pressure should debris pierce a Nvindow or glass door during a High -winds storm. Opflon>s For Windows And Glass Doors ♦Plywood shields can be used to cover them, The p 1 y wood must be at least 7 /164,nch thick and the contractor must cut them and instal the anchors for them around windows and doors, ♦Shutters that meet impact tests for the location ♦Impact - resistant windows and doors, 1- #5 OAR 5E.M1 ri MIN 95 SAR W/ 5TD 90' HOOK EMBEDDED 6" INTO TOP LINTEL BLC�K. LAP St�i„ICE 25" -- �- ---• -� �' , 45 15AR ARTiCAL i ZW. IN 4ROUT1=50 CE L L, # 5 F`OCTN5 DC II.& . to/ BID W* POOK EMBEDiDED 6" mN N RXTNG (5° MN IN 8" TWK FOOTiWS) MP U11T',•1 25" LAP LEWSTH ABOYS 5LAE3 4OUT Pr-D N:;VTING _•..... wrwr. �..+- �- w. w. r.. rw...+_..+.-.- w+•+..+ i.w,r.ti%r.r.yi.rro•._¢4.Y.nY.Wr _-.+ rrN+ u..•... s..-.f.�anawee.i,++i...af...rt._ I I 2 d� i f-1 fir,/ 2 r rze I i r FIRE PLACE SECTION R.T.S. Eff+rrstive i LL wind !A ti Saslo Wind Speed V (tnph - 3 t000nd gust) o � iml; area 2! re Zonal (fta 8S 90 100 110 120 130 140 150 Hoof Angle > 0.10 degrees 10.0 •14.8 10.0 -18.0 t0.0 -71.8 10.6 •28.9 12.4 VA 14.3 -38.3 18,111 -00.5 1 10.0 10.0 -13.0 1 20.0 10.0 -12.7 10.0 •14.2 10.0 -17.5 1 10.0 -21.2 10.0 -28.2 11.6 -29.8 13.4 -34.4 15.4 -MA 1 50.0 10.0 -12.2 10.0 •13.7 10.0 •16.9 10.0 -20.5 10.0 -24.4 10,8 -28.8 121 -33.2 14.1 -38.1 1 100.0 10.0 -11.9 10.0 -13.3 10.0 -16.5 10.0 .19.8 10.0 -23.7 10.0 -274 11.4 •32.3 13.0 -37.0 2 10.0 10.0 -21.8 10.0 -24.4 1110 •30.2 10.0 -36.5 10.5 -43.5 12.4 -51.0 141 -692 181 -07.9 2 20.0 10.0 -19.5 10.0 -21.8 10.0 -21.0 10.0 -32.8 10.0 -38.8 11.8 -43.6 13.4 -62.9 15.4 -80.1 2 50.0 10.0 -18.4 10.0 -18.4 10.0 •221 10.0 -27.5 10.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -61.1 2 100.0 10.0 -14.11 10.0 -16,8 10.0 •19.8 10.0 -28.1 10.0 -33A 11.4 38.2 11.4 -38.2 13.0 -43.9 3 10.0 10.0 -32.8 10.0 -36.8 10.0 •46.4 10.0 -55.0 101 -89.4 12.4 -78.8 14.3 -89.0 18.5 -1022 3 20.0 10.0 37.2 10.0 -30.5 10.0 47,8 10.0 -45.6 10.0 - $4.2 11.8 -83.6 13A -73.8 15.4 -24.7 3 50.0 10.0 -19.7 10.0 -22.1 10.0 -273 10,0 -33.1 10.0 -39.3 10.6 46.2 12.3 -53.5 14.1 •81.5 100.0 10.0 •14.1 10.0 •15.8 10.0 •19.5 10.0 -23.8 10.0 -28.1 10,0 -333.0 11.4 -38.2 110 -43 . Roof Ang > 6.30 degmes 10.0 -13.3 10.4 =:8.5 12,6 -19.9 14,9 -23.1 11.6 -21.8 20.3 -32,3 23.3 -37.0 1 10.0 10.0 -11.9 1 20.0 10.0 -we 10.0 -13.0 10.0 •18.0 11.4 -19.4 13.6 -23.0 18.0 47.0 18.6 31.4 21.3 -36,0 1 50.0 10.0 -11.1 10.0 -12.5 10.0 •15.4 10.0 -18.8 11.9 -22,2 119 -28,0 18.1 -30,2 181 -34,6 1 100.0 10.0 -10.8 10.0 -12.1 10.0 -14.9 10.0 -18.1 10.5 •21.5 12.4 -26.2 141 -29.3 18.6 •33.6 2 10.0 10.0 -25.1 10.0 -282 10.4 •94.8 121 -42.1 14,9 -50.1 175 -50.7 20.3 -68.1 23.3 •78.2 2 201.0 10.0 -22.8 10.0 -25.8 10.0 -31.5 11.4 -38,2 13.6 -45.4 18.0 -63.3 18.5 -61.8 21.3 -71.0 2 501.0 10.0 -19.1 10.0 -22.1 10.0 11 .27.3 10.0 -33.0 11.9 -39.3 13.9 -48.1 18.1 -33,5 18.5 •61.4 2 1010.0 10.0 -17.4 10.0 -193 10.0 -21.1 10.0 -29.1 10.5 -34.7 12.4 -40.7 14.3 47.2 18.5 •54.2 3 10.0 10.0 -25.1 10.0 -28.2 1 OA : 44.8 12.5 42,1 14.8 -50,1 17.5 - 68.7 20.3 -68.1 23.3 -78.2 3 20.0 10.0 -22.8 10.0 -25.8 10.0 -31.5 11.4 -392 113.8 -48.4 18.0 -83.3 184 -81A 21.3 -71.0 3 6010 10.0 -19.1 10.0 -22.1 10.0 ' •27.3 10.0 -33.0 11.9 -39.3 13.0 -48.1 18.1 -53.5 1&11 -61.4 3 10!0.0 10.0 -17.4 10.0 -19.8 10.0 -24.1 Ka 29.1 10.8 - 4.7 12.4 40.7 14.3 -472 18. -54.2 Hoof Ang > 45 degrees 13.3 -14.6 118.6 -18.0 19.9 - 21.8 231 -26.9 21.8 40.4 32.3 -38.3 37.0 •40.5 1 %0 11.9 -13.0 1 20.0 11.8 -12.3 13.0 -13.8 18.0 •1711 1g,4 -20.7 23,0 -24,8 21.0 •28.9 31A - 33.6 36.0 -38.4 1 50.0 11,1 -11.5 12.5 -12.8 15A 18.9 18.8 -19.2 22.2 -22.8 26.0 - 28.8 30.2 31.1 34.8 -35.1 1 100,0 10.8 -10.8 12.1 -12.1 144 •14.9 10.1 -18.1 81.5 -21.5 25.5 -281 29.3 - 29.3 39.8 -33.8 2 10.0 11.9 •15.2 113 •17.0 AS 91.0 f9.9 -25.6 23.1 -30.3 27.8 -35.8 321 - 41.2 37.0 -47.3 2 20.0 11.8 -14.6 13.0 .16.3 16.0 •20.1 19A -24.3 23.0 -28.0 27.0 -34,0 31A - 39.4 36.0 -454 2 84.0 11.1 -13.7 12.6 -15.3 15A •18.9 18.9 -22.9 22.2 -27.2 28.0 - 32.0 302 -37,1 34.6 -42.6 2 1051.0 10.8 -13.0 12.1 -14.8 14.9 •18.0 18.1 •21.8 21.6 -28.9 25.2 - 30.4 29.3 -35.8 33.8 -40.6 3 10.0 11.9 •15.2 13.3 .17.0 18.3 •21.0 19.9 -25.6 231 -30.3 27.8 -36,8 324 -41.2 37.0 -41.3 3 20.0 11.8 -141 13.0 .18.3 16.0 720.1 19.4 •24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 38.0 -45.3 3 $0.0 11.1 -13.7 12.6 -15,3 15.4 18.9 18.$ - 22.9 222 -27.2 26.0 -32.0 30.2 -37.1 34.8 -42.5 ' 3 199.0 10.8 •13,0 12,1 •14.6 14.9 •181 193 •21.8 21.5 -28.9 28,x•90.4 29.3 -38,3 $3.8 X40.5 w ai t 14.6 .18.8 18.0 •191 21.8 -23.6 2,54 - 28.1 30-A -33.0 35.3 -38.2 40.5 •419 4 10.0 13.0 •14.1 4 20.0 12.4 -13.5 13.9 -15.1 11.2 18.1 20.8 - 22.8 24.1 -28.9 29.0 -31.8 331 -307 $8.7 •42.1 4 60.0 11.8 42.1 13.0 -14.3 16.1 .17.8 19.5 - 21.3 23.2 . 25.4 27.2 -29.8 31.8 -34.6 382 •39.7 4 100.0 11.1 -12.2 12.4 -13.8 16.3 19.8 18.5 -20.4 21.0 - 24.2 28.9 -28.4 30.0 -33.0 34.4 WA 5 10.0 13.0 -11.4 14.8 -19.5 18.0 24.1 21.8 -29,1 23.8 -34.1 20.4 401 38.3 -47.2 40.6 -b4.2 5 20.0 12.4 -15.2 13.9 -18.4 17.2 -22.6 20.8 -21.2 24.7 -32.4 29.0 38.0 33.7 -44.0 38.1 -50.5 5 50.0 11.8 •14.7 110 -18.6 18.1 20.3 19.6 -24.8 23.2 -29,3 27.2 -34.3 314 -39.8 38.2 •43.7 5 100.0 11,1 -13.5 12A -15.1 16.3 -18.7 18.5 •22.8 22.0 •20.9 28.9 411 30.0 -38.7 34.4 42.1 GABLE END /./ / oe / / /r GAOL.E END // •/ ed COMMON 4 6t O.C. EDGE 4 FIELD - - ed RiNG 6HANK NAIL$ a 4 O.C. 0 54f END OR GABLE TRUSS ed COhEPk N * 6" O.C. E069 AND 12 O.C. FiE"LP - R oor r)I APHRl l A M NA U NG 5CW b 'I - � HA LOICATION& t? �. ZM I E I"Nt SHALL BE CON$IDEREtl SPECIFIC HAZARDOUS LOCATIONS r OR 111E ' 1, CLAXJNG IN SWNGtNG DOORS AND FIXED ANU SLIDING PANELS OF SWING ( PAM) ,i ( ) t�offFt ASSE:3lI8..tE8. Z GUWNO IN DOCkt5 AND WADS OF ENCLOSURES FOR HOT TV$%. MJIRU>OM!. SAUN STEAM Ii(�M ; C]A1111118 SI40iME1i3 AND Of}i€R SUCH I'AQ11tIES YiktERE Si1CN.INd' IS CCJ�fi INOFiI 914rrtm) OR I MEMRIED HORIZONTALLY FROM A STANOINO OFD WAi k SUHFA WTHIN THE ENCka E AND } YRFip9E THE HOT" EDCE OF THE E�O� c:LAZiN6 45 LESS' MAN 60 INCHES (1524mm), MEASURE[) ; WERTICALLY, ABOVE SUCH STANDING OR WAl)gNG SURFACES. 3. O WNG IN AN INDIVIDUAL FTM OR OPERABIX PAIUL ADJAGENt TO A DOOR Y4liERE THE NEAREST 1. VERTICAL EDGE iS VNTHIN A 24 - INCH (81 mm) RADIUS OF THE DOOR iN A CIQSED POS111ON AND WOSE ROTIOM li. OE 19 LESS 114M 60 INCHES 1524 mm) ABOVE THE FLOOR CR WALKINK3 SURFACE. GLAi'_1N0 W �tMLg PETt3' IA. QICAR TO T1iE PLANE F' 'THE DOOR IN A CLOSM POST - TION IN t � OR WiTIAN gVVtU�NG UNITS IN GROUP R2 SHALL HE SU1JECT i0 2405.2.1(4) s' 4. M U�'.�1}flMT 1MEETS All. OF i F O CUNOiil 1V 11IMSE LOCA11ON pti%Mt8t0 IN ITEUS 40 EXPOSW AREA Cllr AN IN061DUAL PANE GWATTR THAN 9 sq It 1164m2). 3 4x I�3p0TTOM ED LESS THAN 10 INCHES � 497 mm) �Ag80YE�}THE FLOW. U ONE $ MORE " 0XU% A U�ACES NA1 g M M TNCVW(914rrtmf %'R1L0NTALJY OF THE PLANE o THE GLAZING. 5. ALL GUWNQ iN FIAiL1NGS REGARDLESS OF AREA OR HEIGHT A.9OVE A WALIONG SUWACE NC UOiNG STRUCTURAL BALUSTER PANEELS AND NONSTRUCTURAL IN -FILL PANELS, S. GLAZING IN WALLS AND FM MS ENMOSING INDOOR AND OUTDOOR SWMWN4 POOLS AND SPAS WIRE WAL NG A C OF THE GL F TH 1511 (1) LESS 1V 60 INCIiE i i 2tSmm_) A 4- Al1UNG UF�ACtf E POOL SlOrr 0F' THE fG AN0 2 1HE t�„AZI {S WA IN 80 INCFtr3 1626 mm HORIZ T Y OF THE WATER'S EDGE Or: � 51MMi� a PO OL_OR $PA. TI SHALL APPLY TO SINGLE GLAZiNG AND ALL PANES IN MULTIPLE GLAZING. REGUIRE L) SAFETY GLAZING IN 14AZARDOUS L.CXATIONS FM 2405.2 . ss•. 4:. 4 ' �F. �'- itii4�'+#.. ri#+.� ;!r�'?'...�%.T�9 "l�.S.'� :..�.A�wwf�w.X: . .. +. w�.!. r• �µ.:. w. w+-0 M-.+ N,. ar .ruvuu..w.uy..�..ha..rw..rx.N 4w# NIF' END kid .-._ .... t i e t to W'1 -10 �U iAIO M ,�a�w PAUL 40 9 T 14�d� 13u` 0 11e � �. Imo' MA - I .. i t 1 61P 0V d iy e - - rg1`d ►FEE` MPS F-01'40' ts'1' 40' 1t�4,2 IN�iUGAr"IG•N .��.,.� I Awl �.�' M1H ►IJ'Irp 4&Ao F... +. t .� 6 trill. Y.� oNG�>IrAN "Mr. TxeArep ilul ma=y A, dNt lot1 ' G VtJ • ��"�srw� �aNaalndt>j �1� �-r TYPICAL WAIL SECTION N.T.S. ( D lE° �`f t WA LL. i 3 1 E3 L. i- �� . l"� ` # I Eno P6 & d�' , , . - 4 � t L.6-- G xr_L. , a F'gt4ta -- -r-o 1 �45'1'Ai L t f•l6 i:rik ( - �•o T: - M 9A j§ � t L Ae , i stir i �." i t j f - 3 d Lt tit W(A b L. t~i :a T 1~c► x t st s�. hi al'�LS wherrethe high wind i 120 mph or more+ot within 1 mile of die coast where the w'iad3 n.re 110 mph or higher- buildings must be'designed to protect exterior windows and glass doors from the impact of debris tossed by the wind. Or, buildings must be made Strong enough to witllst nd the change in air pressure should debris pierce a Nvindow or glass door during a High -winds storm. Opflon>s For Windows And Glass Doors ♦Plywood shields can be used to cover them, The p 1 y wood must be at least 7 /164,nch thick and the contractor must cut them and instal the anchors for them around windows and doors, ♦Shutters that meet impact tests for the location ♦Impact - resistant windows and doors, 1- #5 OAR 5E.M1 ri MIN 95 SAR W/ 5TD 90' HOOK EMBEDDED 6" INTO TOP LINTEL BLC�K. LAP St�i„ICE 25" -- �- ---• -� �' , 45 15AR ARTiCAL i ZW. IN 4ROUT1=50 CE L L, # 5 F`OCTN5 DC II.& . to/ BID W* POOK EMBEDiDED 6" mN N RXTNG (5° MN IN 8" TWK FOOTiWS) MP U11T',•1 25" LAP LEWSTH ABOYS 5LAE3 4OUT Pr-D N:;VTING _•..... wrwr. �..+- �- w. w. r.. rw...+_..+.-.- w+•+..+ i.w,r.ti%r.r.yi.rro•._¢4.Y.nY.Wr _-.+ rrN+ u..•... s..-.f.�anawee.i,++i...af...rt._ I I 2 d� i f-1 fir,/ 2 r rze I i r FIRE PLACE SECTION R.T.S. V i C � J I i I i I WIND -SORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS + w.».. w... ..w.. +w...«...,•.r�.......... w.wr r,.,... �• 4.-- ..v.w.- w.w..aw..,r.+•..w + >.w. FASTENER � -� " FA$ TENER SPACING (In.) Panel $pen 5 2 fit 2 ft -c Palnat Span 4 It a Panef Span 8 ft < Panel Span < _4tt i8ft �e8ft N4 � M � 12 9 2 11 #3 Wood Screws3 _ 16 16 y 16 12 Double- FTeadcd Naila 12 6 4 3 •••'••"'- •"••- -""" -" Sh i irsch-23.4 mm 1 foot- mm Notes: 1. This table Is based on a maxitnum wfbd speed of 130 mph (58 rn/s) and mean roof height of 33 feet 00 rn) or less, 2. Faste e-ts shtdl be installed at opposing ends of the wood structural panel. ••" 3. Where screws are attached to masonry or masonry /stucco, they shall be attached using vibtation- resistant anchors having a m'llimum withdrawal capac- ity of 490 lb (2 ISO kN ).' 4 Natls shall be i Od common or 12d box double- headed nails, WIND WuirEC ION FIGURE IW8.2b MAIN WIND FORCE LOADING DIAGRAM i LL WJ !A ti o � iml; < 2! re I � f I V i C � J I i I i I WIND -SORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS + w.».. w... ..w.. +w...«...,•.r�.......... w.wr r,.,... �• 4.-- ..v.w.- w.w..aw..,r.+•..w + >.w. FASTENER � -� " FA$ TENER SPACING (In.) Panel $pen 5 2 fit 2 ft -c Palnat Span 4 It a Panef Span 8 ft < Panel Span < _4tt i8ft �e8ft N4 � M � 12 9 2 11 #3 Wood Screws3 _ 16 16 y 16 12 Double- FTeadcd Naila 12 6 4 3 •••'••"'- •"••- -""" -" Sh i irsch-23.4 mm 1 foot- mm Notes: 1. This table Is based on a maxitnum wfbd speed of 130 mph (58 rn/s) and mean roof height of 33 feet 00 rn) or less, 2. Faste e-ts shtdl be installed at opposing ends of the wood structural panel. ••" 3. Where screws are attached to masonry or masonry /stucco, they shall be attached using vibtation- resistant anchors having a m'llimum withdrawal capac- ity of 490 lb (2 ISO kN ).' 4 Natls shall be i Od common or 12d box double- headed nails, WIND WuirEC ION FIGURE IW8.2b MAIN WIND FORCE LOADING DIAGRAM TRAWVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1800.22 APPLICATION OF MAiN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS 4E '11 ANGLE Wt o brx-CTx 7 [7 1(7 N PANGS FIGURE 1800.2b MAW VAMn r nMr10 1 nAhiNA MA(IWAU 4 LONGITUDINAL i LON0ITL10WL � 0 - 0 F _ - - - _- - -_ _ r I , I , I 0 (D (D I , I , I I it: 7 X 70_ a n rn` l a l a a s I I n t $ CO s Cif 4+ IT I I I I I i 1 0 545' i <' ro a - '•�' � �a 3 I For SL I degree = 0.01143 rae. - jh TARLE 1606.2A MAIN WINO FORCE RESISTING SYSTEM tlViND LOADS FOR A BUILDING WITH A McAN ROOF HEIGHT OF 30 FEET LOCATED IN Exposure B 'or SL I fta 0,0929 m I mph :2 0,447 tt1Js, t degree of angle = 0,01745 rad, I psf = 47.88 N /mx, Totes: t Pressures for roof angfes from 6 to 20 degrees shall be interpolated from the table, 2 Pressures are the sure of the windward and leeward pressures and shag be applied to the windward elevation of the Wilding. in accordance Mth Figure 16E16,2(c). 3 if pressure is less than 0, use 0, a Pressor &s shall be applied In accordance with Figure 164t3.2(b), . �.. � . _ _ - : �' Y:_. ..:..�._....y.:::.: ._.._ .........,._,.__._._...,ter_._.. ,�_ t HEIGHT AND EXP03URE ADJUSTMENT COEFFICIENT$ [Glenn Root Nj► ight Fatpoturs B Horizontal loads Vertical Loads (psi) Max. Horizontal Wall Loada (psf) End Rona interior Zone rend zone Interior tone Windward v n 0 erhat 9 tone Wind Velocity (mph) Load Direction Fio+af angle (4eorees) Wall Roots win hoot= Windward Root Leeward Roof Windward Root Leeward hoof End Zane Interior Zane 1t 45 1 4 90 Transverse 0 - .8 7 &S 0 .4 -8,8 -10,7 3 -2 1,59 1.84 10, •1.8 7.2 �. PERIMETER CAUl'K �•,.. "14CRS V) � ' 1-4 , aY dT 118 811 -i".4 •1 •4 7 .1 4 S as fa.'snar V 1 •1L1, 8 - i• 30 K 43 (III 9� 1 ..8. 10.0 41A. 4: •18.0 10,0 -21,8 10.8 •23.9 12.4 8 14.3 Longtudnal Xi14inl ea 121 -13.7 17.5 •4.0 ; 16.4 -3.3 •10,7 -8.3 1,8 •1419 10.0 -11.5 S $ 100 Transverse 0.6 15.2 19.4 1 15.4 -39.4 '1 60.0 50.0, •12.2 10.0 1 3 -18.9 14,0 •20.5 10.0 •24.4 10.8 -28.8 12.3 -332 »1 •i 0.t 1 100.0 10.0 •i1.8 iii. •13.3 10.0 •18.6 10.0 nis 1 14. 10.0 •27.8 •# . -32.3 3 -37.0 2 Q •1 ..T 3 8 -24.4 ongltudnal Angle ` 10.0 -tr, 2 10.5 -4.9 •19.1 _ 10's •13.3 '•8.4 r3,7 -2t►,g 12.0 3 •8 , 110 Transverse • 1 •i 1 10.0 ;},,,,- •t -46.8 •1 52.9 15.4 -80.7 -ti ial 41. -1 @A 10.0 •18.4 10.0 -22.7 - ..3 •27.8 10.0 »2. 10.8 3 12.3 •14.8 i 3 2 100.0 45 1. 1 -18.8 1 $ •19.5 i . ... •.1', • A '1 A. -f 3 • -43.9 Longilu inal ng s :^a -10.0 i .7 • ,9 •23.1 •t .1 •18, •i0.t z^.3 $ . 1 .0 11.3 1C). -8.T 120 Transverse 3 22.8. • 1, 1 4, -21A 4 1111.0 4:.1 -1 f - U 10.0 11. 11.6 izi • 0.$ •73.8 15.4 - 94.7 1' 64.0 10.0 •19,1 10.0 22.1 • 9 1 44. 10.0 33.1 10.0 39.9 1 . •t .4 " `� `�`• -53.5 1 PI E 1 1 .tl 8 8 •1' •15.8 t0A 0 10.0 - 2 ,� •1 .1 •,28,1 Longitudinal A g ea ' •ii. $.1 -43.8 •27.4 7 _ 19:6 -, -19.1 •12.1 - 3,4 1 17,0 -11.4 1 f -10.3 130 Transverse 0.5 20 Ili i S 43 28.8 37.1 A -13.9 -9.8 17.8 24.7 4, -8.2 -8.4 1 •32.2. -32.2 1.8 -18.3 -22.4 •1 -22.4 -22.4 ,1 .0 -14.2 •17.0 • b. -45,1 •48.1 L-10.8 -36,3 -36.3 -12.1 20.0 25,0 22' . 0 •15.1 •211 •17.0 14,9 18.3 19. •12.1 -18.7 .14.2 1 10.0 ongitu Inai A I Ang es 28.8 -13,9 17,8 -8.2 •32.2 - 8. •22.4 •14,2 • 6.1 •36.3 20,0 •16. 14,9 •i2,1 140 Transverse •18A 10.0 •18.8 11.9' -22.2 13.9 -28.4 18.1 -30.2 18.8 -34.8 1 190.0 14.0 •10.8 14.0 •12.1 10.4 •14.9 Wr ± 1 10.13 -81.5 12.4 -E52 14.3 •29.3 18.6 -33.8 2 10.0 10.0 -26.1 10.0 •aa.a 10.4 -34.8 12.5 -42,1 1. -1 17.3 58.7 20.3 -58.1 1. •11.4 2 Longitu Dal All' dog ss 1.1 •1B,i •2b.8 li. X,3 .2 ,0 •14.4 -45.4 18.0 24. 2 -81.8 •14.0 150 Transverse 0 = 6 7 -1 7_. -i .. 2 2 . •. 9, -134' .0 .0 2 , t# 18.1 •S� t 18.5 -81.4 2 4 »13.0 -117.4 •t; 9 - 10.0 -21A -9 , 11 •4 .0 a A 12.4 # .9 o a 18.5 -64.2 t 14.0 10.0 : . 4 • .. • i •a 12.6 -42.1 14.8 •�.. 17.5 Long tud na A g es 3 ,7 -18.5 .. • 1,0 20.0 - -4 8 1 8.9 -26.8 47.0 •3f.8 11.4 •38.2 43.8 'or SL I fta 0,0929 m I mph :2 0,447 tt1Js, t degree of angle = 0,01745 rad, I psf = 47.88 N /mx, Totes: t Pressures for roof angfes from 6 to 20 degrees shall be interpolated from the table, 2 Pressures are the sure of the windward and leeward pressures and shag be applied to the windward elevation of the Wilding. in accordance Mth Figure 16E16,2(c). 3 if pressure is less than 0, use 0, a Pressor &s shall be applied In accordance with Figure 164t3.2(b), . �.. � . _ _ - : �' Y:_. ..:..�._....y.:::.: ._.._ .........,._,.__._._...,ter_._.. ,�_ t HEIGHT AND EXP03URE ADJUSTMENT COEFFICIENT$ [Glenn Root Nj► ight Fatpoturs B 0 p 11 11001 1.21 1.47' 20 1,00 9 33 I low 27 1,00 1.33 1.61 2 0" BT 1.W 1,40 1,66 -,4 1'.05 1.43 1:70 rd6CfiB E9St5s 31"T yq�d0 3 U� 1.49 1.49 1,74 3 1,12 1.33 1.78 0 1116 1.S6 1.81 3 1.19 1,59 1.84 60 1.22 1.62 1.87 y Note: All table values shall be adjusted for other exposum and heights by multiplying by the above coofTtcimts, WtVWARD ROOF T LEEWARD ROOF FM - • - ' - ^ - -ter . ' • - --- •----� COMPONENT AND CLADDING WIND LOAD$ FOR A 131,111LDING VVI1'Ii A MEAN ROOT: HEIGHT OF 30 FEET LOCATED IN EXPOSURE 13 (psf) 06ft tall othstr halts u,sct 44 stre�l8) �.... -,.... t 7��f1� ?Erb .t�M9 Fi,�IK �tdtP• r � 1 ' ` d I low 27 ' 4 51 4 3 2 0" BT � vMb1d -,4 irI � _ rd6CfiB E9St5s 31"T yq�d0 3 U� ? i i r . f r• f ? � CALLK BETNEEN aver F` 4 104f1 SUCK S a 3� 321 T d PTA 4 r Y 4P1<WTNG $Y btHfrt45 9081 3W fiC.•d� U, PERIMETER CAUl'K �•,.. "14CRS V) � ' 1-4 , aY dT 811 2 LZ 4 4 S as fa.'snar V - 1 s 140 f50 Zp(ts (III f4001 Angle s d ttl deytees 10.0 •14.8 10.0 •18.0 10,0 -21,8 10.8 •23.9 12.4 -30.4 14.3 -35.3 151• -44.5 1 10.0 10.0 •18.0 1 20.0 10.0 •117 10.Q •14,2 10.0 -11.5 10.0 -21.2 10,0 -25.2 11,8 -29.8 19.4 34.4 15.4 -39.4 1 60.0 50.0, •12.2 10.0 •13.7 10.0 -18.9 14,0 •20.5 10.0 •24.4 10.8 -28.8 12.3 -332 14.1 -38.1 1 100.0 10.0 •i1.8 10,0 •13.3 10.0 •18.6 10.0 •19,9 10,4 ,23.7 10.0 •27.8 1f,4 -32.3 19.© -37.0 2 1 0 0 10.0 -21.8 10.0 -24.4 11.0 -30.2 10.0 - 38, B 10.6 •43. S 1 2.4 51.0 14.3 -69.2 2 10 -8 2 80.0 !0.o- •19.8 10.0 •1i,9 10.0 -27A 10.0 -32.8 10.0 38.8 11.8 -46.8 13A 52.9 15.4 -80.7 2 80,0 14.4 -1 @A 10.0 •18.4 10.0 -22.7 10.0 •27.8 10.0 -327 10.8 -38.4 12.3 •14.8 14,1 -61.1 2 100.0 10.0 •14.1 10.0 -18.8 10.0 •19.5 10.0 -28.1 10.0 -33.0 41.4 -98.2 11.4 382 13,0 -43.9 3 10.0 10.0 •32,8 1440 38.$ 10,0 •49.4 10.4 -55.0 10.6 - 83A 12.2 •72.8 14.3 39.0 18.6 •102.2 3 20.0 10,0 - 27.2 10,0 - 90.5 10.4 37.8 10.0 - 46.5 10.0 - .°,42 11.6 - 83.8 13.4 •73.8 15.4 - 94.7 3 64.0 10.0 •19,1 10.0 22.1 10.0 •27.3 10.0 33.1 10.0 39.9 10.8 -d$.2 12.3 -53.5 14.1 -81.5 3 1 .tl 1 •14.1 10,0 •15.8 t0A •19.3 10.0 - 2 ,� 10.0 •,28,1 10.0 33.0 41..4 38 2 13.0 -43.8 pU > 4• 0a 10.0 •13.3 10.4 •19.5 12.5 •19.4 14.9 •23.7 iT.b •27,8 20.3 -32.3 23.3 . -37.0 1 10.0 10.0 •11.9 1 20.0 10.0 -11.8 10.0 •13.0 10.0 •18.0 11.4 •19.4 13.8 -23,0 18.0 ,27.4 lB.6 31,4 21.3 - 38.0 1 64.0 10.0 •11.1 14.0 •12.1 10.0 •18A 10.0 •18.8 11.9' -22.2 13.9 -28.4 18.1 -30.2 18.8 -34.8 1 190.0 14.0 •10.8 14.0 •12.1 10.4 •14.9 10,0 -18.1 10.13 -81.5 12.4 -E52 14.3 •29.3 18.6 -33.8 2 10.0 10.0 -26.1 10.0 •aa.a 10.4 -34.8 12.5 -42,1 14.9 -G0.1 17.3 58.7 20.3 -58.1 23,3 •78.2 2 20.4 10.0 -22.8 10.4 •2b.8 10.0 •34.5 .11.4 -38.2 13.8 -45.4 18.0 •63.3 18.5 -81.8 21.3 •71.0 2 84.0 10,0 •19.7 10.0 . -221 10.0 -27.3 10,0 -39.0 11.9 39,3 43.9 -46.1 18.1 -63.8 18.5 -81.4 2 140.0 10,0 -117.4 10.0 •19.8 10.0 -21A 10.0 -29,1 10.6 34.7 12.4 -40.7 14.3 -47.2 18.5 -64.2 3 14.0 10.0 -2b.1 10,0 28.2 10.4 •34.8 12.6 -42.1 14.8 -50.1 17.5 20.3 -68.1 23.3 -7'8.2 9 20.0 10.0 •22.8 10.0 -26.8 10.4 •3f.8 11.4 •38.2 43.8 -45.4 te,0 -53.3 18.6 31.8 21.3 -71.0 3 60.0 10.0 -19.7 40.0 -22,i 10.0 -27.3 40.0 •33.0 41,9 -39.3 13.9 -48.1 18.1 33.5 18,5 -81.4 3 144.0 10.9 -174 10.0 -19.8 10.4 24.1 i0,0 29,1 10.3 -34.7 124 -40.7 14.3 •47.2 18,5 64.2 r es 18.9 •14.6 18.5 •18.0 19.9 -81.8 23,7 -25,9 27.8 - 30.4 32.3 35.3 37,0 . X -40,5 1 10.0 11.8 •13,0 1 20.0 41.8 -12.3 1 3.0 - 13.8 1810 •11.1 19.4 20.T 23.0 - 24.8 27'.0 -28.9 31.4 33.5 38.0 -38.4 1 1 80.0 100.0 1f.1 10:8 •11.8 •10.8 12,5 12.1 •42,8 •12.1 16.4 14.9 •18.9 •14.$ 18.2 18.1 •19.2 -18.1 22.2 +21.3 - 22.8 - 21.ts` 28.0 26.2 - 28.8 -252 30.2 28.3 91.1 -29.3 34.8 33.6 •35.7 -39.8 2 10.0• 1119 - 15.8 13,3 -17.0 18.6 •21.0 19.8 •23.3 23.'1 -36,3 : 27A - 35.8 32.3 - 41,2 37.0 - 47.3 2 211,0 11.8 •14.8 18,4 For SC I Al m 0.0929 ral, 1 mph x Q.447 ruts, I psf = 47.88 Nitn i For sAeotiv* cress or wkA speeds bbtween Roves ON" above the load maybe trderpotatsd, oterwlss use the load associated with the lower eifecilve area. s r" values shah t 4 8*9tsd for h*Vt end expasuro by tmifiplytng by ad)ustrnent ooeffidents In Table 1608,20. a gee Ft4ttto 1806.2(0) for loceUort d xorTes 4 plus and minus signs slgn4 prfesuroa soling toward andaway ftart the buildtng surfaces. CAULlt pETOEtN ^ iut4 VOID BUCK r3 �AP(04 MAVY 9PERINd BY 4TRERS A 4 � soltt A% art1r PERINCTEN CAULK BY OtHERS EXTERIOR Xhr 4 V h KPIf 114111 AS REgr D ANALYS AND ANE.R00 C14ARr $ � �i�� YA�c4� 06ft tall othstr halts u,sct 44 stre�l8) �.... -,.... t 7��f1� ?Erb .t�M9 Fi,�IK �tdtP• r � 1 ' ` d I low 27 ' 4 51 4 3 2 0" BT � vMb1d -,4 irI � _ rd6CfiB E9St5s 31"T yq�d0 3 U� ? i i r . f r• f ? � CALLK BETNEEN aver F` 4 104f1 SUCK S a 3� 321 T d PTA 4 r Y 4P1<WTNG $Y btHfrt45 9081 3W fiC.•d� U, PERIMETER CAUl'K �•,.. "14CRS V) � ' 1-4 , aY dT 811 2 LZ 4 4 S as fa.'snar V - 1 s . HAZARDOUS L•UC�Atlt�gl t 2400.,2.1 THE F`I7LLOWING SHALL BE CONSIDERED SPECIF10 HAZARDOUS LOCA*"MS FOR THE f PURPOSES OF GLAZING: 1. GLAZING IN SYVINGING DOORS AND FTXFT:1 AND SUOING PANELS OF SUDING �PA`f10) DOC!'R ASSEMDUES. 2 GLAZING IN DOORS AND WALLS OF E.NCLo SU141ES FOR HOT TUBS, WNIRL-P'OOLS, SAUNAS, STEAM ROOMS, HATHiU13 SHOW-RS AND O"A SUCH FAuUnEG WERE SUCH GLABNO IS LOCATED 48 INCHES ((914mrn ON LESS MEASUREO HORIZONTALLY, FROM A STANDING OR WALKING SURFACE IM111IN THE ENCLOSURE Mb MMERE M BOTTON EDGE OF THE i XPOSEU GLAZING IS LESS THAN 60 INCHES (1524mrn), MEASURED VIERnCALLY, ABOVE SUCH STANDING OR i�AL1 SURFACES. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHEEZE iliE NEAREST VERTICAL EDGE 15 W111IN A 24 -INCH 81 mm ft IUS OF 'THE DOOR IN A CLOSED POSITION AND W110SE BOttOM EDGE IS L.ESS THAN 60 INCHES (1624 mm) 111E FLOO14 OR WAIXING SURFACE. 119. GLAZING IN WALLS Pf4fWeN0ICULAR TO 'HE PLANE OF 'THE DOOR IN A t7SED) pOSi1T0N IN l 012 WITHIN OWELIING UNITS IN COOUP R2 SHALT. BE SUBJECT' TO 2406,2. 14) �[1iQ 1V�� �y� U �} ply � P 4• �1u 3 1a p1 iA1 ET ILI T�i L1gWl a CtlNg1T1� pS1: LgCAT14N DESGE21C3EC1 1N !TENS 4.1 EXPOSM AREA OF AN INDIVIOUAL BANE WE .AMIR THAN 9 aq ft (0.84m2). 4.2 BOTTOM EDGE LIES$ THAN 1 e INCHES �b7 m ABOVE THE FLOOR GGpp ��gg g f �n �g y� �• Ot2�i RFACES T 1Nf9�CIiFS (9T'&mf ?fORIZONTALLY OF 1TTE PLANE OF i 111E GLAZING. 9, ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 51JRFACE INCLUDING BALUSTER PANELS AND NONs'rRucnjRAL IN --FILL PANELS. i 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUIDOOR SWIMMING POW AND !SPAS WHERE THE BOTTOM TOM EXPOSED (�) ALXING SURFACE ON THE P 5DE OOF�TTH AND ( (2) 6 THE GL WIHIN 60 IN HE 1525 mm) HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING POOLOR SPA. THIS SNAIL APPLY TO SINGLE GLAZING AND ALL PANES IN WULnPLE f3t"NG. F,wvlmrzu u I T L*LAbINQ IN HAZARDOUS LOCATIONS MC 2405 �•,n•Y�mird.fµ.xv.rh _'4+ia.rv.YA+ +W.v:ric.:.'.{4� ...riw).'a. NO`fi•ES: i 1 i I I i i r I /Al-i- ^/A LL_ AIVU CLA DDING ARE DESIGNED POR A PRESSURE, ROOF STRUCTURE i5 DESIGNED FOR A . UPLIFT" PRESSURE. THE DESIGN FOR TPE MALL AND ROOF PRESSURE IS NIGHER THAN THE REQUIRED ZONE PRESSURE. SEE "ABLE i646-2A EITHIS BUILDING IS A CLOSE STRUCTURE. BUILDING 15 A PARTIALLY CLOSED STRUCTURE. BUILDING IS AN OPEN STRUCTURE, ANCPCR INBTALL.ED E3Y 1:3U I i~ t - In was where the high wind is 120 mph or more••or wit -bill 1 mile of the coal -t w4 re the I wi�03 Tire 110 inph or higher - buildings must be designed to protect ewrior windows i I and glass doors from the impact ofdebilis tossed by the wind. Or, buildings must be made strop snou to withstand g $h ilia cha11$e Ill. air pre.5sure should debri9 Pierce a witldow or glass door during a high ^winds stonll, Options For Windows. And Glass Daal s �Plywcwd shields can be used to cover them, The plywood must be at least 7/16 -inch thick and the contractor must cut them and install the anchors for them around windows i and doors, + Shutters that meet impact testa for the location. i ♦ rot act - resistant win ow I p d Sand doors, ffI 11 I Efleottt(e t. 4 a6 5CIt4rUl � tit d � pj O 1'APC CIt 0 � vMb1d -,4 irI rtT _ 0 z 6:I r . f r• f V }w CALLK BETNEEN aver F` 4 104f1 SUCK S r d PTA 4 r Y 4P1<WTNG $Y btHfrt45 U, PERIMETER CAUl'K �•,.. "14CRS V) � ' 1-4 , aY dT 811 40 C H -4 t3 Ito V - 1 09 140 f50 Zp(ts (III f4001 Angle s d ttl deytees 10.0 •14.8 10.0 •18.0 10,0 . HAZARDOUS L•UC�Atlt�gl t 2400.,2.1 THE F`I7LLOWING SHALL BE CONSIDERED SPECIF10 HAZARDOUS LOCA*"MS FOR THE f PURPOSES OF GLAZING: 1. GLAZING IN SYVINGING DOORS AND FTXFT:1 AND SUOING PANELS OF SUDING �PA`f10) DOC!'R ASSEMDUES. 2 GLAZING IN DOORS AND WALLS OF E.NCLo SU141ES FOR HOT TUBS, WNIRL-P'OOLS, SAUNAS, STEAM ROOMS, HATHiU13 SHOW-RS AND O"A SUCH FAuUnEG WERE SUCH GLABNO IS LOCATED 48 INCHES ((914mrn ON LESS MEASUREO HORIZONTALLY, FROM A STANDING OR WALKING SURFACE IM111IN THE ENCLOSURE Mb MMERE M BOTTON EDGE OF THE i XPOSEU GLAZING IS LESS THAN 60 INCHES (1524mrn), MEASURED VIERnCALLY, ABOVE SUCH STANDING OR i�AL1 SURFACES. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHEEZE iliE NEAREST VERTICAL EDGE 15 W111IN A 24 -INCH 81 mm ft IUS OF 'THE DOOR IN A CLOSED POSITION AND W110SE BOttOM EDGE IS L.ESS THAN 60 INCHES (1624 mm) 111E FLOO14 OR WAIXING SURFACE. 119. GLAZING IN WALLS Pf4fWeN0ICULAR TO 'HE PLANE OF 'THE DOOR IN A t7SED) pOSi1T0N IN l 012 WITHIN OWELIING UNITS IN COOUP R2 SHALT. BE SUBJECT' TO 2406,2. 14) �[1iQ 1V�� �y� U �} ply � P 4• �1u 3 1a p1 iA1 ET ILI T�i L1gWl a CtlNg1T1� pS1: LgCAT14N DESGE21C3EC1 1N !TENS 4.1 EXPOSM AREA OF AN INDIVIOUAL BANE WE .AMIR THAN 9 aq ft (0.84m2). 4.2 BOTTOM EDGE LIES$ THAN 1 e INCHES �b7 m ABOVE THE FLOOR GGpp ��gg g f �n �g y� �• Ot2�i RFACES T 1Nf9�CIiFS (9T'&mf ?fORIZONTALLY OF 1TTE PLANE OF i 111E GLAZING. 9, ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING 51JRFACE INCLUDING BALUSTER PANELS AND NONs'rRucnjRAL IN --FILL PANELS. i 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUIDOOR SWIMMING POW AND !SPAS WHERE THE BOTTOM TOM EXPOSED (�) ALXING SURFACE ON THE P 5DE OOF�TTH AND ( (2) 6 THE GL WIHIN 60 IN HE 1525 mm) HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING POOLOR SPA. THIS SNAIL APPLY TO SINGLE GLAZING AND ALL PANES IN WULnPLE f3t"NG. F,wvlmrzu u I T L*LAbINQ IN HAZARDOUS LOCATIONS MC 2405 �•,n•Y�mird.fµ.xv.rh _'4+ia.rv.YA+ +W.v:ric.:.'.{4� ...riw).'a. NO`fi•ES: i 1 i I I i i r I /Al-i- ^/A LL_ AIVU CLA DDING ARE DESIGNED POR A PRESSURE, ROOF STRUCTURE i5 DESIGNED FOR A . UPLIFT" PRESSURE. THE DESIGN FOR TPE MALL AND ROOF PRESSURE IS NIGHER THAN THE REQUIRED ZONE PRESSURE. SEE "ABLE i646-2A EITHIS BUILDING IS A CLOSE STRUCTURE. BUILDING 15 A PARTIALLY CLOSED STRUCTURE. BUILDING IS AN OPEN STRUCTURE, ANCPCR INBTALL.ED E3Y 1:3U I i~ t - In was where the high wind is 120 mph or more••or wit -bill 1 mile of the coal -t w4 re the I wi�03 Tire 110 inph or higher - buildings must be designed to protect ewrior windows i I and glass doors from the impact ofdebilis tossed by the wind. Or, buildings must be made strop snou to withstand g $h ilia cha11$e Ill. air pre.5sure should debri9 Pierce a witldow or glass door during a high ^winds stonll, Options For Windows. And Glass Daal s �Plywcwd shields can be used to cover them, The plywood must be at least 7/16 -inch thick and the contractor must cut them and install the anchors for them around windows i and doors, + Shutters that meet impact testa for the location. i ♦ rot act - resistant win ow I p d Sand doors, ffI 11 I I i i i I I ' I I FIOURS 16082(e) Zia COMPONENT AND CLADDING LOADING DiAG"11'r4MS LU M ids U. NOW L�.11 �l tu t rt ��rr�L.• :1It131«FT F!o • AP I 10Ca0111 Efleottt(e , vMb1d 8asio Wind Speed Y (mph • 3 BeCO(td gust) aver 811 40 100 Ito 130 140 f50 Zp(ts (III f4001 Angle s d ttl deytees 10.0 •14.8 10.0 •18.0 10,0 -21,8 10.8 •23.9 12.4 -30.4 14.3 -35.3 151• -44.5 1 10.0 10.0 •18.0 1 20.0 10.0 •117 10.Q •14,2 10.0 -11.5 10.0 -21.2 10,0 -25.2 11,8 -29.8 19.4 34.4 15.4 -39.4 1 60.0 50.0, •12.2 10.0 •13.7 10.0 -18.9 14,0 •20.5 10.0 •24.4 10.8 -28.8 12.3 -332 14.1 -38.1 1 100.0 10.0 •i1.8 10,0 •13.3 10.0 •18.6 10.0 •19,9 10,4 ,23.7 10.0 •27.8 1f,4 -32.3 19.© -37.0 2 1 0 0 10.0 -21.8 10.0 -24.4 11.0 -30.2 10.0 - 38, B 10.6 •43. S 1 2.4 51.0 14.3 -69.2 2 10 -8 2 80.0 !0.o- •19.8 10.0 •1i,9 10.0 -27A 10.0 -32.8 10.0 38.8 11.8 -46.8 13A 52.9 15.4 -80.7 2 80,0 14.4 -1 @A 10.0 •18.4 10.0 -22.7 10.0 •27.8 10.0 -327 10.8 -38.4 12.3 •14.8 14,1 -61.1 2 100.0 10.0 •14.1 10.0 -18.8 10.0 •19.5 10.0 -28.1 10.0 -33.0 41.4 -98.2 11.4 382 13,0 -43.9 3 10.0 10.0 •32,8 1440 38.$ 10,0 •49.4 10.4 -55.0 10.6 - 83A 12.2 •72.8 14.3 39.0 18.6 •102.2 3 20.0 10,0 - 27.2 10,0 - 90.5 10.4 37.8 10.0 - 46.5 10.0 - .°,42 11.6 - 83.8 13.4 •73.8 15.4 - 94.7 3 64.0 10.0 •19,1 10.0 22.1 10.0 •27.3 10.0 33.1 10.0 39.9 10.8 -d$.2 12.3 -53.5 14.1 -81.5 3 1 .tl 1 •14.1 10,0 •15.8 t0A •19.3 10.0 - 2 ,� 10.0 •,28,1 10.0 33.0 41..4 38 2 13.0 -43.8 pU > 4• 0a 10.0 •13.3 10.4 •19.5 12.5 •19.4 14.9 •23.7 iT.b •27,8 20.3 -32.3 23.3 . -37.0 1 10.0 10.0 •11.9 1 20.0 10.0 -11.8 10.0 •13.0 10.0 •18.0 11.4 •19.4 13.8 -23,0 18.0 ,27.4 lB.6 31,4 21.3 - 38.0 1 64.0 10.0 •11.1 14.0 •12.1 10.0 •18A 10.0 •18.8 11.9' -22.2 13.9 -28.4 18.1 -30.2 18.8 -34.8 1 190.0 14.0 •10.8 14.0 •12.1 10.4 •14.9 10,0 -18.1 10.13 -81.5 12.4 -E52 14.3 •29.3 18.6 -33.8 2 10.0 10.0 -26.1 10.0 •aa.a 10.4 -34.8 12.5 -42,1 14.9 -G0.1 17.3 58.7 20.3 -58.1 23,3 •78.2 2 20.4 10.0 -22.8 10.4 •2b.8 10.0 •34.5 .11.4 -38.2 13.8 -45.4 18.0 •63.3 18.5 -81.8 21.3 •71.0 2 84.0 10,0 •19.7 10.0 . -221 10.0 -27.3 10,0 -39.0 11.9 39,3 43.9 -46.1 18.1 -63.8 18.5 -81.4 2 140.0 10,0 -117.4 10.0 •19.8 10.0 -21A 10.0 -29,1 10.6 34.7 12.4 -40.7 14.3 -47.2 18.5 -64.2 3 14.0 10.0 -2b.1 10,0 28.2 10.4 •34.8 12.6 -42.1 14.8 -50.1 17.5 20.3 -68.1 23.3 -7'8.2 9 20.0 10.0 •22.8 10.0 -26.8 10.4 •3f.8 11.4 •38.2 43.8 -45.4 te,0 -53.3 18.6 31.8 21.3 -71.0 3 60.0 10.0 -19.7 40.0 -22,i 10.0 -27.3 40.0 •33.0 41,9 -39.3 13.9 -48.1 18.1 33.5 18,5 -81.4 3 144.0 10.9 -174 10.0 -19.8 10.4 24.1 i0,0 29,1 10.3 -34.7 124 -40.7 14.3 •47.2 18,5 64.2 r es 18.9 •14.6 18.5 •18.0 19.9 -81.8 23,7 -25,9 27.8 - 30.4 32.3 35.3 37,0 . X -40,5 1 10.0 11.8 •13,0 1 20.0 41.8 -12.3 1 3.0 - 13.8 1810 •11.1 19.4 20.T 23.0 - 24.8 27'.0 -28.9 31.4 33.5 38.0 -38.4 1 1 80.0 100.0 1f.1 10:8 •11.8 •10.8 12,5 12.1 •42,8 •12.1 16.4 14.9 •18.9 •14.$ 18.2 18.1 •19.2 -18.1 22.2 +21.3 - 22.8 - 21.ts` 28.0 26.2 - 28.8 -252 30.2 28.3 91.1 -29.3 34.8 33.6 •35.7 -39.8 2 10.0• 1119 - 15.8 13,3 -17.0 18.6 •21.0 19.8 •23.3 23.'1 -36,3 : 27A - 35.8 32.3 - 41,2 37.0 - 47.3 2 211,0 11.8 •14.8 18,4 •19.3 18.0 -20.1 19.4 -24,3 23.0 -09.0 27.0 34.0 31.4 -38.4 38.0 -45.3 2 80.0 11.1 •13.7 12.8 -15.3 19.4 -18.9 18.2 -?2,9 22.2 -87.2 28.0 •32.0 20.2 37.t 34.8 -42.5 Q 140.0 10.8 •13.0 12.4 •44.8 14.9 •48.0 18,1 -41.8 21.P -2'3,8 25,2 •30.4 29.3 35.3 33.6 -40.B 3 • 10.0 if.$ •18.2 13.3 -17.0 18.8 -21.0 19.9 -23.6 23,7 •30,3 27.8 - 38.8 3243 -4 T.2 27,0 -47.3 3 20A 11.6 -14.5 13.0 •16.3 18.0 -20.1 19.4 -24,3 23.0 -28.0 27.0 -34.0 31.4 , •39.4 38.0 -45.3 3 50.0 11.f •13,7 12.5 -19.3 18.4 •18.9 ` 18,8 -Mg 72,2 -21.2 28.0 - 32.0 30.2 .. 34.8 -42.5 400.0 10.8 -13.0 f2,4 •14.8 14.9 -18.0 18,1 •21.8 21, ,25. 2S.2 -30.4 29.3 33.6 -40.5 14.8 •18.8 18.0 •19.5 21.8 •23.9 2b.9 -26.1 30,4 33.0 35.3 •39.2 4Q5 -43,9 4 10.0 i3.4 •14,1 4 20A 12.4 •f 3.5 13.9 •16.1 17,2 -18.7 20.8 •22.8 24.7 -28,9 29.0 -31.8 33.7 - 38.7 38.7 •42.1 a 80.0 11.8 -12.7 13A -14.3 18.1 -17.8 19.8 -21.3 23.2 -25.4 27.2 •29.8 31.8 -34.6 38.2 39. 7 4 100.0 11.1 •12.2 12A •13.8 15.3 -12.6 1$.3 •20.4 22.0 -24.2 25.9 -28.4 30.0 33.0 34.4 37.8 5 10.0 13.0 •1 7A 14.8 •18.8 16A -24.1 21.2 -29.1 28.8 - 34.7 30.4 - 40.7 35.3 -47.2 49.5 -54.2 S 20.0 12.4 •18.2 19.8 •48.2 17.2 •22.5 20.8 •27.2 24.7 32.4 29.0 38.0 93.7 - 44.0 38.7 - 50.5 6 SOLO 11.2 •14.7 43.0 •18.8 1&1 -20.3 19.2 - 24.8 23.'2 •29.3 21.'t -24.8, 81.2 -89.8 38.2 •48.1 b 100.0 11,1 •19.5 124 -!5.? 16.3 •18.7 J. 10.5 •22.8 !! -98.0 2819 31,A 30.0 •38.1 34.4 -42.1 I i i i I I ' I I FIOURS 16082(e) Zia COMPONENT AND CLADDING LOADING DiAG"11'r4MS LU M ids U. NOW L�.11 �l tu t rt ��rr�L.• :1It131«FT F!o • AP I 10Ca0111 CU 0 0 m 6d CV 1 1 d Lo In c_ ry a c .n v tU 0 E MOUE FOR 614Atl," DETAIL 3z4• Pe►fl t9l GCK64A • K t PC,7! T►a2 ittrtrt rA1 feel?*! ps Rn►td"a, •,4• rA+47L MOCK00 • W 0,G crs ts4l FIRlr r4r fecve Of GElt.aw lots? fl" EA t44D rTtl!J 4"Acac eY 42) w-d Too"ks T PPUESLE TOP PLIr1, MAla+a snlos�w•oatvlsc ; IHF'SON 61*4 , JUSLE W $RAC DETAIL YVOOR FRAMING EA 51UD MWE wt4i 6rt go nA., I •eA" %A" Wti5a4T w• TO :0 -0 • � ,1.4 140,41** • 34• oic 1 t144A A34 GYt•elll W&L 60AA6 POJM_rt 10P Mr.ATI .SECTION 3114 OLOCKa'10 • 4►• 1'kv t7LGOtN6. W • ArtxuTM ,a,ws,s :s rriwr •�� 0 �. 6RACINC REQUiREMENTS t> dab14 tY8�g9 . . `2! t►r s11►a �o (t) 2'rs4 o (2j Ya4 f SECTI SPAM 1' F=RAM 'V mA(e "L" BRACE 'L WACt ' 8 a , ib 10' - *' -s' e- - Ir - C-4' j it -o" IY-o' •• 1e'-o" 24' o'-o - V_0 4'- - Y -o' 7'�0' - tD' -o' ifr -� -• !4' -0" SINou V BRAGN DETAIL NOTE. DOUBLL� "L" 8RAC4Nt3 DETAi4' f L" BRACE MUST EXTEND AT LLrA$r $07: OF :WEB LENGTH 1 6iMP60N 1410 i W1 a • ed TO TRU66 t TO 65AM 2� X IU 02 3Yp i /2" �XAa �qG�6 SIMraB;QN L8�'I� 21 16 .1�o d. �•�d. 14TEW P06T SEAM? X (a" 02 $Y P POST B'MAX . U voAl Ft'.3 �... ' t ,i • VOTH Wit811Pa4' (ix"MAK 0.01ril'. ' m•rI Iwo All (�4) SI ,S 1 FN37E14E&S ' CAULX ALQxd ! 9AcX 3110E Of ' I IrlNN4"sD �rtNt�ot+r �i�,�� I • - -..�.. _1111 taoY�s 1. We. #10 x I" P11. swt, #10 x I' 4(000 30118w$ Olt 84 GAI.YA141.:SD NAIU3. 2. A11'ACFI WINDOW DIRFC•fL,Y 'r0 FI2/UIING UNDF.tt 5013 ^ >fOING .__w.- LOTA.109 � ; l OR rs 1 r (�tiGVA . fIEAW 0 W-ACH FAKE 4' 3 WS TYR SWOON ttlb3A r ! HUt370AD82 AD2'8 SEM r•• -P.T. T t'lD E 4'. PLA„ 'HEADER DETAIL LIPlr'T COWEIDI`0a AT LOAD 99ArtN9 WALT L INC. HEADER SCHEDULE OPEMNO HEADER UP 10 6d C011i'nK A*" OR _e TO -4 -. 2-- x8 'r0: • 2•° 'd x10 T T0'j -z8 2 SdM Cfl k.E6 LAr4N t6EN TAW wag - 44• F'Ly %mcs co 1M' Ose 1*x4• U*d • n• OG -6te" to • 4r or- eta ece1 ap« U*#4L At EA04 mw MO WALL t6#E "rt *cJ GIIRpiAF�IBRAM . 4) SIMPWN W-6 U)/I6 - 84 RA, 2.2x4 OPP, Tot° I PLATE 3.2x4 P.J. #2 $ .Y,P'. W /16d 19 12' OA. RA. SIMi'60m M.fit188 110124 • 16d NAI P.T. 20 RAM 5/8' 0IA. x 1" PLATE 1112 6.YIP, RXP, SOLT I I OR%L TO 1•11:611 - s�l+ca. FRAME Vt R DE R / 58AM BEARINCz N.T,s 1111. .. n..,.'.. ........v. - .,n...... 1111 ,�...._...- ......:" ..... .. ...... 1111.. ., ...: 1 ... ,:... 111.1 ......w♦. 4d f- _ y.. n-,..__....-.+.._..- -•- ....ter..- .a- +. Rafter WOOD 6TR41t" PANEL J•� 6d C011i'nK A*" OR Nut ! Washer 13132 ", ►r3 ", 1n6" SPIRAL T1 1 ( r 0 ► 6 111600 8Tt`1(1CMAL FAN21- MwRkd 8d CGf•":N OR 6d A1 11 b 19/31' • 31A" OR WAX T'>•17 Double Top Plate \L Clip d...- 1111,., 41040 b 1RUCTI,M p*a MOMS _ w......._........�«.,...._...- 1«,111.. km CA•It'1i:Xd OR Coupler 4 ;1.113" Sd 140" OR BPAAt.11 iU Sale Plat Cennecdon dole Wale for Lateral'tesitance W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO 1.05 ........- .- 11_11... - •_1111.. . 11 al•. ;i:ri •1 � - : , i 4 r i� • ♦ r, >; �'':,I1: • il .11. I a � � 4 4 • s a � r W2' OR QeAU _p + 6 4 ,� O @000 9rf�i MAl FAft R" t OLL "AM} .r • . o A L • a 4 A A AND PARTICL5WAtd) 64anil iCs . 1111 _ - _. ��....t, �.^'_..,.....:,.:.»...•.__ B/16" -112" THIC1W66 CP PAt I �.r @OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM r • r N1 r • r :♦ a r AND PAIar1C!~E00ARD %UT" CROW LEWItH OF i KUS 2 a EONS A1Jq IT ;r z'r r ► 2 1 1 1, 4 CI A i r" ► 3 i • I ► .4; ., m- i i UPLI FT GONNECTIONS FOR ` YP* {JIP f R�NiN y `I *' ' .Ill �6 M AX ENO JACK 1 s 41 r r ad at fr. , A z ?° CORNER G CK . r ` WP , K ,v ylIii�� rrAT.11 .. .. _ <3LOCXJN3 •4' OC. iN ALL END JONTO MV WX $WGM0 piR9T TUJp BPACE6 (113 OCCUR MR w1 i,,4N� GAeLe me ONLY FFtAMit�G h q �R ACR099 S1 Pf Gf2 _ 1 T� � f 4A0 END NiP END UOLB END CCt' "' ♦ 0" 0� ECGM 4 "LL •• bd RING 9NA X NAU r 4'04, a UOLE END 1171E GAOLS' 1RU96 6d COMI(N I b" 04- SVA ANp 'Y OC. P15LD fZpU� fI!�'FII�M NA1t -CNG � n� N O L I DRP MXA At 1 cIi APPLY OYER UNOM.A1lr a tR�YMERTA 1r! -L9 AWRAk.14ATM4190 FMt Caf,F 7 4 tO AW 0 216)'11°!111 (A 0 4663'FYPMi I LAF'YE01' AW WTerrr0 OUM 61411a d AL" !?ACE TO PEFf E#R 9 mow fNAtfi)CtIONS llNCi1 ATtt! Nt A1t7 tO EAC11 67HIN al A P VON a A."ALT P' mTIC ACOR t _ VCP DECK A$f'NA1_T 9NiNfll.ES TO 14" SF.I•t- bfALM AV&$Nvt SIX" 010 M Niokooci- A cow-ow6% To 46m 0 1 ?b OR D 34412 YA810-" w/ (A PA&T NERS F 1 R STRIP, ALL FA6tEtRS MUSt p,E t-G7v' $it BY 5HIf KIL5 GVEKAP FA61Ui'NE128, UDd GALVANUM%) FWaM KAI" at"tR 0 GAUGE GOW; 9FtAF4G 0/ MK 110 PIA WAD, W 9t.FFICW LE142TH 10 F'"TRATB T1111V44 ALL MR 4Pti8 At RAVgr APTLY IQC7bFiNG hA11 ARID A ilk" GP 314' WO OvEA 1 10EftA1r;ENT 1 POO BNEA1HRd3 GR 1FIF20UGN THff 6t"THNX ea kGLH STAiit R =M6 1%M 00 1ASS 6 TO 1' F94M r-f O47 - a to" it7 MIA 9" 0vEF11 AP, PAOTE140 a 12.04 EXT" 114" OAP eM At EAvb APPI r SEl OJ &EAT 4M MO EXMO 2" l�tR LWt nAYt-EHT -- MN" SACK CWO R7oF APPLICATION (7 i ('HALf %Na QO I"4 MINR1l11911"tti FtE319TANCS frA "REAUIF;D fREP 12 F6C 6EC. ErOU B U0_, PLAT!, Eta NAIL__ 4d f- 1 EAC13 Do WOOD 6TR41t" PANEL J•� 6d C011i'nK A*" OR 6" OC EDGE'8 Add 13132 ", ►r3 ", 1n6" SPIRAL T1 1 OC NTETd OlATl 111600 8Tt`1(1CMAL FAN21- MwRkd 8d CGf•":N OR 6d A1 V 4C EDGE6 AND 19/31' • 31A" OR WAX T'>•17 12" OG NT DIATI d...- 1111,., 41040 b 1RUCTI,M p*a MOMS _ w......._........�«.,...._...- 1«,111.. km CA•It'1i:Xd OR ,. 6" 0c 50as AtJq 4 ;1.113" Sd 140" OR BPAAt.11 iU 6" OG %V.V a MI G IWOR. f'AfleI. 0AnQrw 0 I614 UA -Y Wife OTAFLE9, 4• a EVCsEB AND 10/32 1/2 VI6" 30 MR CAM 1.3A3" LUf•Ys 1" OC NTVd1EDIATE 1' :TC' 1 1 'c 1 Cr c •� Ir 1"', 30 I • 100017 ITREtCTt�tAl. PA T. R" t @ALL "AT14M 25 1.00 ANp FART)C 130AF0 BWIANW3 6d G4aA'!OM (WALU 6" OC t c*0 AND r 8d C C lmN (R00F) 12" X Ntt"DiATE W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO 1.05 _ I •1 al•. ;i:ri •1 � - : , i 4 r i� • ♦ r, >; �'':,I1: • il .11. I a � � 6" OC LEDGE$ AN0 W2' OR QeAU _p 12" OC NtVMIATE @000 9rf�i MAl FAft R" t OLL "AM} .r • . o •• r,:• • 3r AND PARTICL5WAtd) 64anil iCs MR UDrjTN CF I" PLUS 4 11 OC ?COE9 AND B/16" -112" THIC1W66 CP PAt I �.r @OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM r • r N1 r • r :♦ a r AND PAIar1C!~E00ARD %UT" CROW LEWItH OF i KUS 2 a EONS A1Jq IT ;r z'r r ► 2 1 1 1, 4 CI A i r" ► 3 i • I ► .4; ., m- 5 X NTEF�'E"TE 1d i ga v. I b 0c m5A1V i/2 fvaL1LAR NAiL 1 -14' LO W/ 1r'!6" HE 12" OC AT OTI'4ER BEARIN /•r;, ;.6 1`:i - .i4; r li i . _ ;n ' Y c :` Ji''.' i :- -• �� ' ; � -49.9 we 117F CTURA4. • • r-r it ' , ' • �r •. ► • - Y. 3 %V.V a MI G IWOR. f'AfleI. 0AnQrw 0 I614 UA -Y Wife OTAFLE9, 4• a EVCsEB AND 10/32 1/2 VI6" 30 MR CAM 1.3A3" LUf•Ys 1" OC NTVd1EDIATE @040 BTRUCTAL PA 41. MROO" 16V OALY 04 BTAPLEB, 1.111' OC EDGEB AND 1"', 30 30 MN GRM 1 - 318" I." 4" OC NlWEDIATE 100017 ITREtCTt�tAl. PA T. R" t @ALL "AT14M 25 1.00 ANp FART)C 130AF0 BWIANW3 6d G4aA'!OM (WALU 6" OC t c*0 AND 4A" OR LIM 8d C C lmN (R00F) 12" X Ntt"DiATE W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO 1.05 1.43 40 PAKICLEWARD M0lltk3 Sd CCi 0'!ON 6" OC LEDGE$ AN0 W2' OR QeAU _p 12" OC NtVMIATE @000 9rf�i MAl FAft R" t OLL "AM} b WY U0 6W1: , 3 " t'it 100 AND PARTICL5WAtd) 64anil iCs MR UDrjTN CF I" PLUS 4 11 OC ?COE9 AND B/16" -112" THIC1W66 CP PAt I 6' iKTEWMATE @OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM Ida Y UR ff 3/8" RN -25.9 AND PAIar1C!~E00ARD %UT" CROW LEWItH OF i KUS 2 a EONS A1Jq Moe • 314" 14�04NM 0f PAgL 5 X NTEF�'E"TE 1d i ga v. I b 0c m5A1V i/2 fvaL1LAR NAiL 1 -14' LO W/ 1r'!6" HE 12" OC AT OTI'4ER BEARIN -36,7 -43.0 -49.9 we 117F CTURA4. NAt 1.14 14 VV 4 6" OC AT ON" "A" - Y. 3 25137" 611 - Ift)AAL NAiL I -V4 LA m/ 4/lar At 15114 0 ANA10A 2 -- 1/2 ANCHOR DOLTS i s J' • a AMA--- - °`-�- WOOD BE A M I 1 1 I I I I 0 I C0 ff11 !CD ' N^ 1 I I h 10'41145• L k 14 _,`_4_ Fat $I- I degree - 0,01745 rod. FIG= „IRE t60$.2(c) COMPONENT AND Ct•ADOINO LOADING DiAGRAMS oo ovr� c6f0>Hr~r(T.ANO cI.A1a3a D�slarl VIfI1Mly l'AESSUREB "_ _�.._ FOR A SUiLO1NG WITH MEM HOOP HWHT Of 30 Ftol LOCATW IN E"OSUAm B ftnen mean Roof -. Height _ BESks Wind £tpeod v (trlpfl • 3 second gus t) ER'bcthre 15 1.00 111 11.41 20 -� 1,29 wind 25 1.00 1.35 1.61 30 1.00 1.40 1,66 Area 1.05 1.43 1.70 40 1.09 1.49 1.74 Zone (ft 90 100 110 120 130 140 180 Roof A riqle _> 010 .2 5e2re#is .21.D -25.9 - 31.4 "37'.3 -43.8 � w •50.8 •6$13 1d 2 20 -20.0 •215 •30.9 -36,7 -43.0 -49.9 -5),3 2 100 •19.8 24.4 -29,5 -35.1 -412 -47,8 -54.9 3 10 - 34.6 -42.7 •51.6 -61.5 •72.1 •831 •99.0 3 20 •27.1 .93.5 -40.5 •48.3 -58.9 -6511 •75.4 3, 10 - 10.0 •122 x,14.8 - 17.5 •20.6 - 23.9 47.4 Roof 0 >1 .30 dee1 T 2r.a •33.6 •40.0 •48.3 -59.7 -43.1 •75.5 2 20 -27.2 '33.5 •40.8 48.3 591 65.7 75.5 2 100 •21.2 -33.5 -40.6 -48.3 -50 7 485.7 76,5 3 10 -0.1 -60.4 -60.3 -51.2 •0.3 •110.6 •12 ®•9 3 20 -40.3 -60.0 -WA 42.0 -84.6 •98.0 •1121 -.. ._. 00 -214 35.1 4x "LQ�S -59.3 .6 8.9 Roof a 3D • 46 da t - 9 - -241 -30.K 39,9 419 51.3 59.8 49.6 a 20 -24.0 -29.9 35,9 -42.0 -0.0 •58.0 s9,b a 100 -221 41A •33,2 - 39.5 -45.4 - 53.8 -911 3 10 241 - 30.5 -38.51 43.9 61,A 59,0 68,0 3 20 24.0 •29,9 -33.8 -42.6 - 60.0 59,Q 60.9 » 3 100 •22,2 -27,4 -33.2 •39.3 -45.4 •53.9 01.1 mean Roof -. Height Expat:ure 15 1.00 111 11.41 20 1.00 1,29 1,55 25 1.00 1.35 1.61 30 1.00 1.40 1,66 35 1.05 1.43 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1,78 50 1.16 1.55 1181 55 1.14 1159 134 60 1.22 1.62 1 1187 Note: All tabk valoea shall be adjusted for other exposotcs and beigbts by multiplying by the above coefHe`.ats. #5 VERT. iN CONC. FILED CELL D I RECTLY BELOW BEARiNG� . lumber. h TYPICAL' BEAM TO C.M.U. WALL CONNECTION (! 1Pt.Gpt+bT.GRAG! TOP Pull 1 wm mot 4 1' OART �- �ll " 11 lr 112 i[f� 1 - 11� IT It n ->It 11 11' 111 - - N it ` I1 11 It II � it 11 I 4� a> IN • Il it Il�it LI 11 it t f}t ft t p 1 1! 11 N I III Ill it Ii ',It it. it I Ili iEl t) fl 1) II I I I Ili Il it Ii) {) U tl Il t~' =� fit I q 1111 N . It I q E4 N.t, ML rt ll rtl 1x1 M1. tS IS M .A4 a f roRy Ott" 1 14AIL AT BASE 3" O.G. /Sd COMM. U NAiL AT tOP PLATE 3' O C. tV/S Gt1HN, MA OPENING pi:RIHEtF 4 3" O ,C,WIM NAILS NAIL t4T. At tv" O,C.tOted NAILS 6TA405ER ALL VERT, JOIN t NAiL. Q 4 .C. tl!!8d NO I'L'tll oo 6 1 -L1GE 0 HEADER -NA2: i'LYWOOP TO I HEAt0ER WPM 0 4' OiC.. ofl�_Rmdo o val V-0" tee 61M1''11;018TA 30 wm - I 0 EA. WO OF 14EAt7ER to JACK I BTUD woo e h 8 S40 h - For 51: i pat ■ 47.85 N t At r 0029 tO, I mpb r 0.447 We. Nnte; For eRacttve area be those given above the load may be interpolated otherwise use the load may be interpolated, otbatwise use the load assaci- pled with the tower of eve area. .. ..._...... _ ....ti..r 1111. ,1111 .._ . » »y.......,.....,. r _-- -•- -- __ HEIGHT AND E7(POSURE ADJ CO WICIENTS SEAL irr.IWa.raa Mf i�Y0iM11MMM' 1? �'S:SiItlM(kLIaF'Id'71MIIMWIMCY. AD A K' X• YYBIXPf ]ItlAlk'1�?CC�1M�Il".!9!.f ;°',^... �� FIEVISION1 i By W'& 0 lw mo - Non impact Single Hung 900 Comparative Analysis Table Duck Size (inches) Call Sane 13esign Pressure, psf (0F) Design Pressure, psf (DP) wi th Her ht 118" An, 1113" I.G. 118" Temp. 3/16+" An. 3118' I.G. 3116' Te 18.125 4008 12 +50.01 -50.0 +30.01-80.0 *50.01 -$0.0 +50.01 -80.0 +50.0!80.0 +50.W50.0 25.5 23 1A2 +60' "0.0 +50.01 -80.0 +50.01 -80.0 +50.01 -80.0 +50.01 -80.0 . +W.OF80A 36 Uj 22 +50.v/ -W.0 +50.01-80.0 +54,2 -00.o +50.01 -801 +go of -W.0 aa +50.of0 2.125 2 32 +%W- +50.(V -80.0. +so -a-W.0 +�o mo.o +so -W:o +60.".0 18,125 30 36 43 +50.01 -80.4 +5A.Of -80,0 +50.0/ -80.0 +50.01 -80.0 +•50.01-80.0 +50.0160.0 23.5 37.375 tA3 +50- 01-80.0 +50.01 -$AO +x0.01 -80.0 +50.01 -80A +50.+0/50 -0 +50.01_ao.o 38 23 +50.01_$5 +50:01 -80,0 +50.180.0 +30.Oit"80.0 +50.0180.0 +%ot -80.0 52.125 2668 3068 33 +•42.51 -42,5 +50.01 -52.5 +50,01 -52.8 +50.01.52.6 +60.011.526 +30 0162.8 18.125 36 48 14 +50. +30.01 -80.0 +-50,01 -80.0 +54.0180.0 +50.01-80.0 +x0.01$0.0 25.5 49:$25 1A4 +50.01 -70.2 +50.01 -80.0 +50.01 -80.0 +50.0%80.0 +50.Oi•1Q.0 +50,0180.0 36 U 00276119 24 +50.03 -52.0 +30.0%80.0 +50.01 -80.0 +30.01.77.1 +50.0 %80.0 +2 51126 34 +30.51 -30.5 +%'01_60_8 +50.01 -50,8 +50.0150.8 +50.01 -$OA +aaw -5046 18,125 15 +'6b .01 - 81,4 +500 +60,of804 +50.01-80.0 +50.01 -00.0 +500-80.0 25- 1A5 +50.Of- -59.1 +£0.01-90.0 +50.01-80.0 +50.01-80.0 +50.01 -80.J +30.01.80.0 36 62 25 +47.11 -47.1 +50.0%78.8 +GO_0/-38.8 +50.01 -69A +60.01-78.8 +$0401 "78.8 52..125 36 +31.11 -31.1 +41,11 -41.1 +41.1141,1 +41.1!41.1 +41.11 -41.1 441.1141.1 18.125 46 +50.01 -58.8 +60- 01-80.0 +50101 -8010 1 +50.01-80.0 +50.07 -80.0 +50.0/40.0 25.5 1A6 +50,01 -52.1 +50,01 -80.0 +50.01 -80.0 +50.01 -74.8 +50.0/ -80.0 +50.0%$0.0 36 72 26 +43.4143,4 +50,41.77.3 +5001-77,3 +50.01.84.8 +50.0t-17.3 +50.01 -77.3 52.125 36 +29.3129,3 t40.8f40.13 +40.81 -40.8 +40.8140.11 +40.8140.5 +40.81 -40.8 18.125 1 -718 +46.41 -48.4 +54.0180.0 +60,01-80.4 +.x,0.01 -80. +507"o_o +50.0180.0 25.5 1 A-7/8 +39.0/ -39.0 +50,01 -70.2 +5011f -w'a +50.0182.6 +50.01.50.0 +00,01-ea-0 36 90 2.718 +34.8134,5 +60.01 -02.1 +50.01 -73.8 +50.0%52.7 +50 -01 -73.8 +50.14 -73.6 ' 52.125 3.718 +23.81 -23.8 +40-.01.40.0 +40.01 -40.0 +40.0/ -40 -0 +40.01 -40.0 +40,0140.0 24 2020 +50.0%80.0 +60,01-80.0 +500-80,0 +50.0180.0 +50.01 -60.0 +50).0180.0 38 24 3020 +50,01.80.0 +50,0/ -80,0 +50418010 +50.0 /-80.o +5041 -8010 +50.01-80,0 48 4020 +50.0/ -80,0 +50.01 -aab +60. 80.o +50.0%80.4 + .0190.0 +50 -".0 24 2030 +50.0140.0 +50.01 -84 -0 +50.0180.4 +50.0180.0 '+50.01 -80.0 +5041 -80.0 36 36 3030 +50,0156.7 +50.01 -80.0 +50.41 -80A +50.018Q.0 +50.01.80.0 +50.0150.0 48 4030 +47.51.47.5 +500-71.3 +50A17i.3 +50.0171.3 +50.0171.3 +50.01 -71.3 24 2040 +50 ,01.77.7 +50,01 -80.0 +50.41 -ao_4 +50,0180.0 +s0:o180.0 +30.01804 36 48 3040 +50.0152.4 +50.51- -80.0 +50.0180.0 +50.01 -80.0 +500 -80.0 +50.1 -80.0 46 4440 +35.51 -35.5 +60.9/ -57.9 +50.0157.9 +30.01-57.9 , 750.0785.0 +;+1.4157.9 +x0.0157.9 24 2054 +50.01.31,3 +50,0%80.0 +50.01 -801 +541M.0 +60.0180.0 36 60 3050 +4022/ -48.2 +50.01 -79.5 +50.01.79.5 +5010%71.7 +500- -79.5 +30.01 -79.5 48 4050 +30,21 -35.2 +50.01 -30.8 +60,01 -50.8 +60,01 -64,8 +90.01.60.6 +50,01-%6 24 2060 +65 01 -52.2 +50.01.80.0 *60.01 -8010 +350.01 - 79.9 +50.01 -84.0 +50.01 -80.0 36 72 3000 +43.4/ -13.4 +50,01 -77.3 +60.01 -77.3 + &0 0164.6 +50,W-77.3 +60.01.77.3 48 4050 +31,61 -31.0 +48,4141! +48.4148.4 +4$,040.4 +4Q .4/•d8.4 +4 @.41 -QB.4 24 24 -74!80 +39.31 -39,3 +50-07-701 ZO. -80 .0 +60.01 -67.7 +50.01 -80,0 +60,01110.0 36 90 3040/80 +3451 -345 +50,01 -821 +60.01.73.6 +350.01 2.7 +60.0%73.8 +50.01 -116 4S 40 70!80 +Z$.(1/ -ZL3.Q +4$,51 -45.8 +45.5! 4$.5 +4,044/ -44.4 +4'0,5/ 4.8.8 445.5f 45.5 Test Specifications: : AAMA 101 -97 �, ", , • , Referenced Test Report # : 361 W -6 & 8, Notice of Product CertiBration # : N1004378 & A ` " "� •; ��'' `I. r,I, •° .t 4 Air IrViltratlort @1.52' PSF (ASTM E283):().06 cfnvfe >(: 0-t 1 + . . . Water Resistance (ASTM E5471331) : 7.8 psf PosMve/Negativa structural Uniform toad (ASTM E330) : +1- 60.0 psf (TP) Forced Entry Resistance, FER (AAMA 1302,5) : passed i aperatlrrg Force {AAMA 11)1 -97) & oeglazing Resistance (ASTM E987) : Passed '. � �, ICU0"t�,u, NuAir Iric. Maximum Design Pressure, (sett irnpos0d): p,' VJ fr .� <; Ueslgn Fatt, 6 , 1777 .E ' l �FL>e. 00x7 : ,Expires :1 /3rJ /24Q3 �,.� Non- Impact SGD 200 XO Comparative Analysis Fable Panel Size (inches 'rrack Sill Heel ht In Panel 1 Size Width He - -- .. & 950 SH 30 80 1.5 260$ 3068 36 48 4008 V� EXTERIOR � / � INTERIOR 4 30 36 g6 1.6 2680 3'060 48 4080 30 so 2 2668 36 Uj 51{It>•{ AS NEEDED 3068 48 WINDOW 4058 30 36 96 2 2680 3080 48 W X 4080 t FILL WERIOR VOiD WiTH 30 36 80 2.5 208 3068 4.8 - IF PER CODE EXTEr210R 4068 JAMBS 4444.,... $ 30 96 2.5 2680 3080 36 FASTENERS 48 4080 30 38 80 3 2668 3068 48 4068 30 96 3 2680 3080 36 48 4080 'Pest S ; oecificafions : AAMA 101 -9f Referenced Test Report 0 : 443 W -2 & W3R Notice of Product Certification 0 : NI 004636 & A Air infiltration @1.57 PSF (ASTM E283) : 0.32 cftTvn Water Resistance (ASTM E547133i) Varies w /track Positive Structural Uniform Load (ASTM E330) : Varies w /size tested Negative Sttuctursll Uniform Load (ASTM E330) : Varies wlsize tested Forced Entry Resistance, FER (AAMA 1302.6) : Passed Operating Force (AAMA 101 -97) :Passed Deglaxing Reslstalnce (ASTM E987) : Passed NuAir ino. Maximum Design Pliessuro, (self4roposed) : 80 psf Design Factor : 1.6 Expires : 818/2003 1 rlr UJ I�iC>OUJ i'I�l�'f"`E�nL.��,MK�r'� i O�JI .�,..�.«�.:..�. HEADER SER.I.�S 300 U J - -- & 950 SH J.«i_J Z ` rr � nn V� EXTERIOR � / � INTERIOR INTER PRESSURS fiREATSO - V` 8UCK5TRIP (MIN. 4" AS SHOWN) 6 Z 0 6. Uj 51{It>•{ AS NEEDED WINDOW Uj FASTENER ( W X FILL WERIOR VOiD WiTH MINIMAL EXPANDLNO FOAM • - IF PER CODE EXTEr210R JAMBS Uj N NO i FASTENERS r THROUGH ICCESSARY ! .. SILL. , E SHIMS WEN kL ING TO IPLUMB LEVE4 'Y ` U 00276119 PRE-CAST FIAT, POURED 1�akvlstaCir `%`�NCRETe S _ '' CONC12E7E 5(t � FL3�634 SILL a899-7977 • SEALANT Bf AD INSTALLAI10N DKfA" FOR NON-IMPACT, I±LANOE, SINOL33 HUN(+ S'JINDOWS IN WINEiZONES OF 150IMPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior ,joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is precast. All gaps must be sealed, BucksWps should be pressure treated yellow pine, spruce or comparable lumber, In accordance with the Florida Building Cade, A taper, or bovel on the buck is acceptable if the window frame is fully supported by the buckstrip at both the interior and exterior, I f using 314" iftiek wood hgksWvs: Installation fasteners should be a minimum 3/16" X2 »1/4 masonry screws, irlateed through the window and buckstrip, into the masotlry. Window may be shimmed as necessary, provided a minimum screw embedment of 1 -114" is maintained in the masonry. Fasteners should be located a maximwn of 4" from eaoh corner and maximum of 18" O.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrfps should be no less than 3/4" X 2 - 1/8 ". It l" 2•' thick or gr wood buckst i (n Qt sllawn ' Window installation fasteners should be a minimum #10 X 1.1/2" wood screws, installed through the window into the buckstrip. Window may be shimmed as necessary, provided a minimum screw embedment of 1.1/4" h maintained in the buckstrip, Window fasteners should be located a maximum of 4" ftom each comer and Inaximum of 18" Q.C. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrip$ should be no less than 1.1/2" X 2 ". Buckstrips should be Installed using rninimum 3116" X 2.314" masonry screws, to maintain 1.1/4 embedment, and be 18" ©.C. - p� - - � Rio DAif �ESCAIMtON M 2QJQ 20J1 4050, 41251 tM-ER. $ILL Ot 12 1999 JAMB AT1ACFiMENT MfORMATfON INC{.UDfD WDONAL WD1D0'R STILE 3 "40 k V_9AR5, U_ WS III A LITE SECTON. SEE SECTION a-B 2-1-2-1 PATTERN (TWO U --BARS ON 8bT`4M ,.9 FOR LITE 00144. OUTSIDE 9EC110N, ONE U -BAR ON NEXT SECTION, Vt.) A r. -- , t- YWVDLE go 11 LOCK BAR 1 -3 /0" THICK - 0 W ON q x p DOpRE I C �TT�,C g (BAH 51DESN SH ElA SCREWS ROME B 1x578" ill ii11 '�« .. 4 i - ) _ I 1 POUND DENSITY ...,} IN ERp�' Iiia+DiA1En k Fa NDESS 9UbE BOLT CR MID - SEC1104 A A 11 _4444. NT AL i ' STEEL ROLLER -.. � �TRpA� ^+4, CK. ONE 1) STEEL MDi, EkiERIOR NGE EACH fJ+ m ONE BAKF9 GALVI PRIMER WITH P40 �1 �g O J9 S <� _Ni'CYETASC /8 OF DOOR. D TOP COAT. roNOU£ AND GROOVE JOMNT3. , }p �({ 181 f7n ancc ncim av cn� OATH TWO 1/4 KLIF TAF'1'ItJIi DDOR�S WER 7'-0 1- CDCNO ST SEG� TStI N awK)• /S i 4 ENTERS SOREYIS PER MiNGE LOCATION. F 5} CT s t (TN MIN. U -BAR YIELD STRENCIN 50 K9F. C SO �IOCR OR ?,664 PSa FMAI CONCRETE) OK FROM FRAME 1YRi U -V. 59 E 1/4'x4 TAPO'N9 ON 21" CENTERS 2,000 0 COATING CN CUSFOE "FACt. 91 µDL CON rrE). M1AS�IER3 INCLUDED M N - 29 GA STEEL TAN. GALV. FNiERIDR SLEEVE /AIRS t -1 4 O.D �Ait1 WASHERS REOUIR£{1 (a) 1/1' CA. SELF tAAP NO SCAMS GALV, SKIN WRN A BAKED -0-N PR!NER � TAPGOt4S. tMY b ODUNfERSU'NK AND A W ON POLY PAiPITED TOP CMT. i' 610uN iNC 1HF IKO PpRMDC RIJA11 3 � WT c IB 6A WTERL "E6E•TE M1F2e TNAhSFER L 8 1� CRYUC ATUCNED WRH {2� #14 8 " SCREWS LITE RETAINER. LITE �10CREWB RER LFrE� k 1 4 YlASHER X0018ED, REVS MAY CDItNaER3UNK HDRiION1AL TRACE SUPPORT ETY {OJT NOT REWIRED) TO PRt7JIbE A FLUSH MWNT IK4 DOOR LNSA[iFR (10 SLOT) RrACE. HDRRONTAL , Amn Do NOT TRANSFER LOAD, ALUAPNM EXTiVStON 6TOi• I 1tf0 DOOR III VW'A. NEA.7HERSTRIP. NSTA.LLr.R TD SLAT) MXK, �O7� 20 ill w1w. 09y, STEEL END STILE RUt H W"I OF THE BE T SNAP IA1G't'1 ETaGA0E8 RE 1U AL ELEMENT'S L PROF BE TF!£ WO VERTICAL. RE CORD FOR THE 9 OF THE PROFESSIONAL Of ONE SNAP MATCH ON � RECORD FOR UAt)iN6 OR STRVOTUR£ OF ALY, STEEL ICAO VAKET. LACH SIDS ODOR tj G, CALM. S7E TR ANDS OR T AN WI'D•1 CURRENT iS OR O 13 GA G EACH FASTENED TO VM AAA WITH 9RACKET FASIEN p COOES FOR THE LOADS L!STED ON iH1S DRA'A�NG. (3) 5 /1b'xi - 5/B' WOOD LAG ECP.EW. MITER. STILE �� JAMS W DNE 5,6'x1 - D// TRACK c01JF16URA110N WOOD LAO SCREW R 9RA X.T. 7/ f 6" L.D. RR FASTENED TO gtWER ESTU IN TER, 4 NINGE 2" 0XV, STEEL TRW( I tsV - 7 1 FASTENER EACH YI4x5/8 SHEET METAL SC ENS OI1L510EN $LL FASTENED TC TRACK BRACXETS. (,ONE PER RD11EF). EACH BRAG<E7 A�D4GiED W M iWD N IGH1 INSIDE FNNDLL .�5 /B 20L1 k IJl1r.(>R to REt LER nt 1'x0 " RIVET ®. FASTENED T� tAI EI r W t4 CH MD r GALY. STEEL TRACK JANO COMFIOUr7 Pod 14x5/6' SHEET LF T SCl�E EW � RACK tWCIMESSr .060- �4) 1/4 "x3/4" SELF TAPPtNCi SCREWS. T DESIGN L.OAbS: +20.0 PSF R -21.0 PSF Y STEEL ROLLER. TEST LOADS: +30.0 PSF i!c -31.0 PSF TYP. 2- 1/25.1 STEEL 2 M OALY. TRACK DPAOIV. ".x $ Imo stxe � (4) TRACK SRAGKEIS PER SroE. CLOPAY BL1IlDLNC PRODUCTS COMPANY scua NOTED PLO � 16'W x 'H 0 10pay 312 WAUIJT STREET, SUITE 1600 T" 4/16/98 FPrc� CINCINNATI, 040 45202 oRnVK x, 2050/4050, 16'W, 420/ --21 DES. pq�p�g�q} A " Qullding products (513) Sal -4800_ ___ MWW ORAV1464_UBEN ,c' K4i 0910(7W� stla I Com�Canv. ci,m 0"Vz ' Al "WI Rua, Id CRlQI °w 101820 Oi %YN A�� RA C BE E EX - MR I OR WINDOWS 4 DOOMS 1. PLANS ILLU9TRATI! 114AT ALL EXTERiOR WINDOWS ANp GLASS 00089 AR15 REQUIRtl) TO BE TgST1+D IN ACCORDANCE WITH ANSI /AMMA/NWWI)A 101 / IEi2 STANDARD AND BEAR.AN AMMA OR NOMA LAE3 L IM THE MANUFACTURER, PERFORMANCE CHARACTFERISTiC3 AND APPROVED PRODUCT TE8TING ENT11Y. FM 1707.4.2.1 2. SHALL Be AN P ILLU5TM THAT L PUBL13NED MANUFAC U Rp -otrs R%OMMMENNVA IIONS TO ACHIEVE THE V951GN PRE58URE 3pECiFIED. FM 1707.4,4.1 3. PLAN OETAIL3 ILLUSTRATE THAT ALL q(TERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS i5 LE53 THAN 11/2 ", 31 4ALL M ANCHCREO THROUG -1 THE! .JAM INTO THI✓ STRUCTURAL SUB5TIRATE. FEC 1107.4.4.2 4. PLAN DETAILS ILLIJaTRA - re "T"HA"I" ALL EXTERIOR WINDOWS ANL) VWRS W0 ERE BUCK l 14ICKNESS IS 11/2 ° OR CRI=AT91R, THE BUCK MUST 139 ATTAC M) IN A MANNER T14AT TRANSFERS THE LOAD DIRECTLY TO TW5 STRUCTURE. WINDOWS AND DOORS SHALL 13E ANCHORED THROUGH TH9 JAM INTO TNT+ WOOS BUCK. FBC.1707.4.4.2 5. PLAN DETAILS ILLUSTRATE THAT TPE WINDOW BUCK SHALL EX'T'END Br:YOND TNT~ INTERIOR LIP OF TH E WINDOW. FIX 1707.4.4.2 b. PLAN DETAILS ILLUSTRAT9 THAT MULLIM AND ADJACEN'fi DWR ASSEMBLIES ARE REQUIRED TO 8E TESTED OR ENGINF.F_nv TO TRANSFER 1.5 TIMES T11E DESIGNED LOADS - tO THE ROUGH OPF -NING 5IJ5 MATE, FIX 1907,4.5,1 -- 1707.4,5.4 F'LEX3BLE HEADED PLYWOOD SERMI�S 900 INSTALLATION DETAILS FOR NON -IMPACT, FIN, SINOLB FtRSHING SHEATHING 'r 950 Sfl HUNG WINDOWS IN WINDZIDNES OV 1s MP14 OR LESS (per P13C 2001) WEATHER _ZA'4 . - WINpdW RESISTANT - ' FASTENER BARRIEfi Window Installation.: EXTERIOR, FACADE WOOD Installation fasteners for windows should be a minhum -- HEADER 1 -1 /2 ", 4d nail or 46 x 1 -1/2" drywall screw, with an RIGO FLASHING e in bedlnent of at least 1.1 ", Fasteners should be located (OPT., BY OTHERS) - at a maximum of 4" from each corner a 1 8" O.C. for INTERIOR screws and 9" O.C. for nails, MINIMAL EXPANUI FOAM FILL. INTERIOR va WITH It is recommended that all screws or halls be sealed to � ' - IE PER CODE prevent Infiltration of air and water. Product may be i shimmed as necessary. - 'I IF NECESSARY, r USE SHIMS WHEN Wen r INSTALLING TO KEEP PLUM 6c WEATHER Flexible flashing should. be installed. iri a weatherboard RESISTANT FLEXIBLE rs fashion. The top la yer should overlay a ny layer 1retieath it. BARRIER FlA5HiN0 NiSHEp 'J'he weather resistant barrier should then cover the flexible EXTERIOR - FLUCKE S FLASHING RESISTANT �� i - - SILL �IaSI17Y1 at 111e !leader. JAMBS BARRIER -- - W The application of the weather resista-tit barrier will vary xTERic�R _.. • based on when it is Installed, If it Is lmtal'led the FACADE window, it should be tucked treader th' sill, 20hing' a�ld overlap the jambs and head flashing Jwnea H, Whittum, P,E, , w ,.b. r_ _ WiNDOW g o +, FL # 002711149 SI _ �'' 1ASTENER �; r vJ 7519 Oakvista Cir. Tampa, FL 33634 ! SEALANT BEAD � 913. 869.7977 5 N7 IF O EALA 6EAb LASHING IS NOT ACHES►VE ......«._.. ... .- _....M,..»..._...«d.._..._... , .._-...... ,, .«_.. �_... �. u .,..,..,.....w...,...._....„.., _4444,.. - 4444.- ...,..........._ W - 4444... ..._ �.....-,..._,__......: 1,- ..-.,- ,- .�- :�.n,....w- '�.n -C 5 � ' AMBKA:AM The product depicted in this drawing is intended for use on typical conshvction.' 10P the 10�ppr3sjb of ARcAhs1:rvP,AL others to detetmine if it b appllcable. Additional flashing, v apor battlers, etc, may b'e specified by the M "N>J rA V'JN � ro ect architect. Wind and dosl ressures va within each state and eaun Ali roduats manufactured - � H M�tCk1'P )N p � g � 'J �� i� by NvAit Inc, meet a minimurn of 110 mph (R30 DP) wind load regiiirernents (per AAMA 101); please Tempa, FL •(800) 282.6627 wtww.NuAir,cam check local building codes far exaot requirements, I rd Cd 41 4 to I `� • �• 4 I ! .1 •. e v � U 1, >5' NlN, a • , i •1 o k o °• r:z^ o,c. _ S OLAZWI, SEE GLAZING x DEWL5 CETAFLS L w SEC NOTE FOR r 5E$ NOTE FOR Ko s+ Uj s • � a % r a 1 ;� � �I1 �"' _ .s;�.E�� " p • , 11�.f..�J� � .��R.12 '^ b ' '.° 1�'.TE�'L� t� I•.Aw 6.0 ". 0 ' t a ro • • ` f p c0 V) Y) i]» FJ 1,75* MIN p ' , j o Z /!y 150 PANEL THK, °. • , / LU Iry 4 � • O � i � , / . ° - =~ NOTP; SPACING FOR ITEM /J32: TOP dt "IQTYO.0 ;N FROM rx'•Np;�S dt (1) iM THE CENTER. 510-£51 __ . A /4 1.3 314 28 f/'Z', .19 3/8 ", 52" E2 SEE Nadi 51.15, r 2" (1c, x r•'4R Sl'ACINt2 y, � I • "� ; 1 •_ d¢.• •,• ''� Ste art rFrts sat, � NorE .X a 8 1/$' FROM TO 00wN SHr. 3 to 1) AT s" O,C. m SEC At01E %IT, 2 POR' ,SPACING l2" 0..�C. SE dote / YHM skr, SFF. NOrr SHr. 2 FOR 3PACiNa 19 1.« �, 5EE ,NOTE THiS Slgr. ° o 8 1/�?• FRO4 rot' DOWN PIN T 4�- .r"'" -0 r) 3 r /2" ( SCREWS NOTE; THP' MWI.jrli IS PASr4NEU IN70 114E t1AN9 WIT14 (1'V J2.3 (1fa K 2° PR FH SCREW) SPACED AS FOLLOWSt 6" DOWN FROM TOP ANO 8 UP rRO34 EVIOI/ WITH (2) MORE EVENLY SPAf,'F.O, A TOTAL OF (4) 3tAE1'15, , "":Q " 0. i! .J_KR14A MIN. :2 1,14 4 !s#IN. C -.,INK •51P�1SZ 511 fJ�lB. ,_,,,29" fAAJG This approves a r"'dentirti ifMWW i steel dot, as dewx in Se €fon 2 - of this Nolice of Acceptanc'e de i.ped to c+atrq)ty with the W n & Buildbig Code (MC), 2001 F?.d 6011 for Miami -Dacle Colwty, for the locations whm the prassum regctiretnents,, as DOOR � � �^ `� A � ��"�' � � N deterrnn by SFBC; Chapter 23, do 1.tot exceed the resign Pressure Rafil7-8 values t t indicated in the approved drawings, Ba.cli door sliatl bear e. pertnaueat label with'the lnanutactwer's taaim or logo, pity, state and follo vying statement : " Miami-Dade County Product Control Approved, =: ■ Q U J C'6 J.«i_J Z ` rr � nn V� 6 Z 0 6. Uj Uj W X �•a"' Uj N - =~ NOTP; SPACING FOR ITEM /J32: TOP dt "IQTYO.0 ;N FROM rx'•Np;�S dt (1) iM THE CENTER. 510-£51 __ . A /4 1.3 314 28 f/'Z', .19 3/8 ", 52" E2 SEE Nadi 51.15, r 2" (1c, x r•'4R Sl'ACINt2 y, � I • "� ; 1 •_ d¢.• •,• ''� Ste art rFrts sat, � NorE .X a 8 1/$' FROM TO 00wN SHr. 3 to 1) AT s" O,C. m SEC At01E %IT, 2 POR' ,SPACING l2" 0..�C. SE dote / YHM skr, SFF. NOrr SHr. 2 FOR 3PACiNa 19 1.« �, 5EE ,NOTE THiS Slgr. ° o 8 1/�?• FRO4 rot' DOWN PIN T 4�- .r"'" -0 r) 3 r /2" ( SCREWS NOTE; THP' MWI.jrli IS PASr4NEU IN70 114E t1AN9 WIT14 (1'V J2.3 (1fa K 2° PR FH SCREW) SPACED AS FOLLOWSt 6" DOWN FROM TOP ANO 8 UP rRO34 EVIOI/ WITH (2) MORE EVENLY SPAf,'F.O, A TOTAL OF (4) 3tAE1'15, , "":Q " 0. i! .J_KR14A MIN. :2 1,14 4 !s#IN. C -.,INK •51P�1SZ 511 fJ�lB. ,_,,,29" fAAJG This approves a r"'dentirti ifMWW i steel dot, as dewx in Se €fon 2 - of this Nolice of Acceptanc'e de i.ped to c+atrq)ty with the W n & Buildbig Code (MC), 2001 F?.d 6011 for Miami -Dacle Colwty, for the locations whm the prassum regctiretnents,, as DOOR � � �^ `� A � ��"�' � � N deterrnn by SFBC; Chapter 23, do 1.tot exceed the resign Pressure Rafil7-8 values t t indicated in the approved drawings, Ba.cli door sliatl bear e. pertnaueat label with'the lnanutactwer's taaim or logo, pity, state and follo vying statement : " Miami-Dade County Product Control Approved, =: ■ Q U J C'6 J.«i_J Z ` rr � nn V� I Im 0 W " LLV rw�wi �r1 W 0. M p' 0 at$ Scale Drawn Job Sheet AP Of Sheets 24 X 39 PRINTED ON NO. 10004 CLEARPRINT o 1► Non - impact SGD 200 w/3 or More Panels $ 200 D At Comparative Analysts Table h 54 0 SGD HEARER Panel Sfze (inches) Track Siff Panel Cali Design Pressure, psf (DP) Design Pressure, psf (DP) Width Height Height In Size 118" Tempered Glass 3116" Te mpered .G lass `' • 24 206a + + MIN, 1Ya" INTERIOR 2668 +30.0 -55.6 +30.0 -65.6 I E MB EDME NT ! ; " 3S 80 1.5 3068 +30.0 47.3 +30.0 -473 f 48 4068 +30.0 -37.0' +30.0 -37.0 �. , INTER 0 0 24 2080 +30.0 - +30,0 .0 0448 i S HIM AS 30 2680 +30.0 -45.6 +30.0 -45.6 / f ASTENER NEEDED 36 ss 1.5 3080 +30,0 -38.6 +30.0 -38.6 / PRESSURE 48 4080 • +30.0 -30.0 +30.0 -30.0 TREATED . 4 +45.0 -68. + SUCKSTRIP -55.6 145,0 -56'a 3 2668 +45.0 80 2 - � �' , " F I L L INTERIOR 38 3068 +45.0 -47.3 +45.0 -47.3 , VOIDS WITH 48 4068 +37.0 -37.0 +37.0 -37.0 /;:, MINIMAL Ex- 24 2080 +45. -5 +45.6 .0,; -- PANDING FOAM 30 96 2 2680 +45.0 -45.6 +45.0 -45.6 36 3080 +38.6 -38.16 +38.6 -38.6 B JAMB MINIMUM 132" 48 4080 +30.0 -30.0 +30.0 -30.0 < - J - RECOMMENaEa, 4 2068 46 0.0 +6 • 0 DEPENDING 30 2668 +55.6 -56.$ +55.6 - 6$, g AFTER ON TRACK 80 2.5 SiLL HEIGHT 36 3068 +47.3 -47.3 +47,3 -47.3 INSTALLATION, SEAL 48 .4068 +37,0 37.0 +37.0 -37.0 6INTEMeOR RIZONTAL JOINT r / ETWEEN TRACK I - + +5 .0 - .0 AND JAMB 30 96 2.5 2680 +45.6 45.6 +45.8 -45.6 r 36 3080 +38.8 -38.6 +38.6 -38.6 48 4080 +30.4 -30.0 +30.0 -30.0 24 2 +61.0 -68.0 768.6 68.0 -- 30 $ g 2688 +56,6 -6 +55,e 43$.0 ( NECE$SAR`r, 38 3088 +41.3 - 47.3 +41.3 -47.3 - uSe SHIMS UN DER 48 4068 +37.0 -37.0 +37.0 -37.0 - THE TRACK WHEN 24 08� + -60, 750 ITU INSTALLING TO 30 96 3 2680 +45.6 -45.6 +45.6 -45 TRACK KEEP PLUMB & LEVEL 36 3080 +38.6 -38.6 +38.6 38.6 PCCKE 1• JAMB • Sl;?1�ANT eF�.tl p SE A tAtvT BEAO_ BY O�CNl =RSI 48 4080 +30.0 -30.0 +30A - 30.0 - Test Specifcations : AAMA 101 -97 Referenced Test Report # : 443 W-0 Notice of Product Certification # : NI 004674/A Air Infiitration @1.67 PSF (ASTM E283) : 0,32 ofmife Water Resistance (ASTM E5471331) : Varies w/track Positive Structural Uniform Load (ASTM E330) : 45 psf (TP) Negative Structural Uniform Load (ASTM E330) : 46 psf (TP) Forced Entry Resistance, FER (AAMA 1302.5) : Passed Operating Force (AAMA 101 -97) : Passed Deglazing Resistance (ASTM E987) : Passed NuAir inc. Maximum Design Pressure, (self- imposed) :80 psf Design Factor : 1.5 Non- Impact SGD 200 w/3 or More Panels Comparative Analysis Table Pane) Size (inches) Wrack sill IU21ghUln Panel Call Size design Pressure, psf (DP) 118" Tempered Glass Design Pressure, psf (DP) 3/16 Tem erp ed Gle ss Width Height Height 20 + + 30 30 80 2668 +30.0 -55.8 +30.0 -55.8 36 80 1.8 3068 +30.0 47,3 +30.0 47.3 48 48 4068 +30.0 -37.0 +30,0 -37.0 24 - 2080 + - +10. 30 30 98 2680 +30.0 -45.6 +30.0 -45.6 36 96 15 3080 +30,0 -38.6 +30.0 -38.6 48 48 4080 +30.0 -30.0 +30.0 -30,0 24 g +4 + 30 30 80 2668 +45.0 - 55.6 +45.0 - 5518 38 80 2 3068 +45.0 - 47,3 +45.0 -47.3 - 48 - 48 Scale 44 +37.0 -37.0 +37.0 -37.0 +37,1 -37.1 Sheet A P -5 1 0 +45.0 . + -0. 34 30 96 2680 +45.0 -45.6 +45.0 -45.6 " 36 98 2 3080 +38.8 -38,8 +38,8 -38.6 48 48 4080 +30,0 -30.0 +30.0 -30,0 24 + 6U.T -6. + 6. 30 30 80 2668 +55.6 -55.6 +55.6 -55.8 36 80 2.5 3068 +47.3 47.3 +47.3 -47.3 48 48 4068 +37.0 -37.0 +37,0 -37,0 +37.1 -37.1 +60 -5 + 30 30 96 2680 +45.6 -45.6 +45.6 -45.6 38 98 25 . 3080 +38.6 -38.6 +38.8 -38,6 48 48 4080 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +6 -6 . + 30 30 80 2668 +55.8 -55.6 +55.6 -55.6 36 80 3 3068 +47.3 41.3 +47.3 -47.3 48 48 4068 +37.0 -37,0 . +37.0 -37.0 +37.1 -37.1 + 50.0 86, 750.6 - 50. 0 30 30 98 2680 +46,8 46.6 +46.8 45.6 36 96 3 3080 +38.6 -38.6 +38.8 -38.6 48 48 Js 4080 +30.0 -30.0 11 +30.0 -30.0 Test Specifications : AAMA 101 -97 Referenced Test Report # : 443 W -0 Notice of Product Certification # : NI 0046141A Air Infiltration 01.57 PSF (ASTM 5283) : 0.32 cfm/ft Water Resistance (ASTM 1;547/331) : Varies w /track Positive Structural Uniform Load (ASTM E330) : 45 psf (TP) Negative Structural Uniform Load (ASTM E330) : 45 psf (TP) Forced Entry Resistance, FER (AAMA 1302.5) : Passed Operating Force (AAMA 10197) : Passed Degfazing Resistance (ASTM 5987) : Passed NuAir Inc. Maximum Design Pressure, (self- imposed) : 80 psf Design Factor : 1.5 Expires : 8/8/2004 MASONRY INSTALLATION DETAILS FOR NUN - IMPACT, SLIDING GLASS DOORS IN W1ND7,ONES CP 150MPH OR LESS (per FBC 2001) Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening, except doorsill. All gaps must be sealed, Buckstrips should be pressure treated yellow pine, spru.•e or comparable lumber. In accordance with the Florida Building Code, a taper, or bevel on the buck is acceptable if the doorframe is fully supported by the buckstrip at both the interior and exterior. A perimeter caulk seal is to be applied by others after the exterior and interior is finished. Drawing shows approximate location, r If using 3/4" thick wood buckstnps: Installation fasteners should be a minimum 3 /16" X 2 - 3/4" masonry screw, installed through the frame of the door and buckstrip, into the masonry. Door may be shimmed as necessary, provided a minimum screw embedment of 1 -1/4" is maintained in the masonry. Fasteners should be installed in all pre - punched, countersunk holes. The width of the buckstrips should be no less than the frame of the door. If using 1 -10" thick or greatgr wood buckstrips Snot show; Door installation fasteners should be minimum #10 X 1.102" wood screws, installed through tho window intq the buckswp. Door may be shimmed as necessary, provide '. ' um screw embedment of 1.1/4" is maintain,;d',rktllg by p. . Fasteners should be installed in all pre ��1,e 6u Vdk boles. The width of the buckstrips s p' b6 rtclesLfht f`, frame of the door. Buckstrips ..s .'bd inst, l -sing` minimum 3/16" X 2.3/4" Ima'so , flaws, minimum embedment, at 18" O.C.�4} Non- Impact SGD 200 XO F Comparative Analysis Table f panel Size (inches) Track Sill Height in panel 0211 Size design Pressure, psf (DP) 1/8" Tempered Glass Design Pressure, psf (DP) 3116" Te mpere d Glass Width Height + + 30 80 1.5 2668 +30.0 -64.6 +30.0 -64.6 36 3068 +30.0 -55,0 +30.0 -55.0 48 4068 +30.0 -37.1 +30.0 -37.1 + ZiT6 30. - . 730.0 30 98 1.5 2680 +30,0 -45.8 +30.0 -45.6 36 » I 3080 +30.0 -38.8 +30.0 -38.6 48 4080 +30.0 -30.0 +30.0 -30,0 } - + - 30 80 2 2668 +45.0 -64.6 +45.0 -64.6 38 3068 +45.0 -55.0 +45.0 -55.0 - 48 Scale 4068 +37.1 -37.1 +37,1 -37.1 Sheet A P -5 1 + '. - 1 739.6 -567 30 96 2 2680 +48.0 -45.6 +45.0 -45.6 36 3080 +38.6 -38.6 +38.6 -38.6 48 4060 +30.0 - 30.0 +30.0 - 30.0 + TZ6 , ..,.,�...... -- 30 80 2.5 2668 +6010 -64.6 +60.0 -64.6 36 3068 +55.0 -65.0 +55.0 -55.0 48 4068 +37.1 -37.1 +37.1 -37.1 + - .+ 30 96 2,g 2680 +45.6 -45.6 +45.6 -45.6 36 3080 +38.8 -38.6. +38.6 -38.6 48 4080 +30.0 30.0 +30.0 -30.0 7?1:5 o7g.2 30 80 3 2668 +64.6 -64.6 +64.8 -64.6 36 3068 +613.0 -56.0 +56.0 -55.0 48 4068 +37.1 -37.1 +37.1 -37.1 30 98 3 2680 +45.6 -45.6 +45.6 -45.6 38 3080 +38.8 -38.6 +38.6 -38.6 48 Js 1 +30,0 -3010 +30.0 -30.0 Test Specifications : AAMA 101 -97 Referenced Test Report # : 443 W -2 & W311 Notice of Product Certification # : NI 004636 & A Air Infiltration 181.57 PSI✓ (ASTM E283) : 0,32 cfm/ft Water Resistance (ASTM 5647/331) : Varies w /track Positive Structural Uniform Load (ASTM 5330) : Varies w /size tested Negative Structural Uniform Load (ASTM 5330) : Varies w /size tested Forced Entry Resistance, t+ER (AAMA 1302,5) : Passed Operating Force (AAMA 101.97) : Passed Degfazing {desistance (ASTM E987) : Passed NuAir Inc. Maximum Design Pressure, (self-imposed) : 80 psf Design Factor : 1.5 .11 / ! -- SE221ES 200 H �ncr� & 500 SGD MASONRY INSTALLATION D13TAILS FOR NON - IMPACT, SLIDINO GLASS DOORS IN WINDZONES OF 150MPH OR LESS (per FBC 2001.) - - --- Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. --- µ • Bmkstrips shall run the entire length of the rough opening, MiN, 1Y • , INTERIOR except doorsill. All gaps must be sealed. Buckstrips should be EMBEDMENT pressure treated yellow pine, spruce or comnparable lumber. In ,. � INTERIOR -=- accordance with the Florida Building Code, a taper, or bevel 7 DOOR / on the buck is acceptable if the doorframe is fully supported ` /FASTENER - NEEDED by the buckstrip at both the interior and exterior. A perimeter PRESSURE caulk seal is to be applied by others after the exterior and aucKSrRIP interior is finished. Drawing shows approximate location. • �.`' ea FILL INTERIOR If u sing, 3 /4" thick Wood buckstrips: i VOIDS WITH Installation fasteners should be a minimum 3/16" X 2 - 3/4" MINIMAL EX- mass screw PANDING FOAM installed through the frame of the door and r buckstrip, into the masonry. Door may be shimmed as BYPASS JAMB MINIMUM 1Y2" necessary, provided a minimum screw embe dment of 1 -1 /4" • 0 RECOMMENDED, is maintained in the masonry. Fasteners should be installed in DEPENDING all re- unched countersunk holes, T'he width of the AFTER ON TRACK p INSTALLATION SEAL SILL HEIGHT buckstrips should be no less than the frame of the door. HORIZONTAL JOINT Al BETWEEN TRACK If usi 1 -1 /2" thick or neater wood buckstri s (n ot shwn AND JAMB ' �+- � . Door installation fasteners should be minimum #10 X 1 -1/2" - • % INTERIOR wood screws, installed through the window into the . buckstri g p Door may be shimmed as neces %... ' I Y sty provide�d;a um "fF NECESSARY, screw embedment of 1 -1/4" is malntaincd•`l �th0 bu fir. USE SHIMS UNDER Fasteners should be installed in all pr}tfL��er•t;q ,esulk ,- THE TRACK WHEN holes. The width of the buckstrips slJU,t'b rs,+lsl)h to INSTALLING To frame of the door. Buckstrips shb . b4,rinst9l� .thing "% TRACK / KEEP PLUMB & LEVEL p t r .. - ; POCKE JAMB 1 minimum 3/16" X 2.3/4" tnaso' i SEALANT BEAD 0 SEALANT HEAD BY OTHERS minimum embedment, at 18" 0.6 MIN, 1 4" EM8EOMEMT INTERIOR DOOR FASTENER BYPASS JAMB A" SERIES 200 500 SGD HEADER- A AFTER INSTALLATION, SEAL HORIZONTAL JOINT BETWEEN TRACK AND JAMB INTERIOR POCKET JAMB SHIM AS NEEDED INTERIOR FiLL, INTERIOR VOIDS WITH MINIMAi. E x-- PANDING FOAM MINIMUM 1,4' RECOMMENDED, DEPENDING ON TRACK SILL HEIGHT '000)- VRAIv1B INSTA-LLATION D8'fAILS FOP, NON SL.IDINI GLASS DOORS IN WINDZONES OF 15OMPH OR L8SS (per P13C 2001) S1idd n Las Do r lgjt l!26irr Installation fasteners for Jambs and header should be a minimum 410 x 1 -1 /2" screw, Installation fasteners for the track ghoutd be a minituutii 1.1/2" masonry screws if the substrate is concrete. All fasteners should "have an embedment of at least 1 -1/4" into the substrate. F steners should be installed in all pre - punched, countersunk holes. It is recommended that the horizontal joint between the jamb and track be sealed after installation, Minllnal- expanding foam should be used between the fratrle and wall members to prevent air /water infiltration, and improve thermal effIclency. Flexible flashing, if used, should be installed in a weatherboard fashion. The top layer should overlay any layer beneath it. The weather resistant barrier should then cover the flexible flashing at the header. The application of the weather resistant barrier will vary based on when it is installed. If it is installed after the door, it should be tucked under the sill flashing and overlap the Jambs, and head flashing, "" , I .A perimeter caulk seal is to be appl}c • "�ther Aft r`" the exterior and interior is finished` wjgga so'w's' approximate location. t c,r r� I � AMHkit:AN The product depicted in this drawing is intended for use on typical construction. It Is the responsibility of Ak1 :1i1T0.T1JkAL others to determine if it is applicable. Additional flashing, vapor barriers, etc. may be specified by the MAMO NRU AS8 4Y 3A TION ON project architect. Wind and design pressures vary within each state and county. All products manufactured by NuAir Inc, meet a ininitnum of 110 mph (R30 DP) wind load requirements (per AAMA 101); please Tampa, FL ►(800) 282-6627• www.NuAir.com check local building codes for exact requirements. S LIDI NG GLASS DOOR REVISIONS BY » I o0 P O I i I i V S5AL pate Scale Drawn Job Sheet A P -5 1 Of She.ts 24 % 30 PRINTED ON NO. 1000H CUARPRINT •