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`a1 eO W arr e 1 \5 sJ. • Y\ SA rn t S\ o\ S k- '' 3 x S) 4 11 4 7.3xStr 2 Qr ?oSED S'- SNAOES )4: h Pr oSEp S 5��� ter PaNetS (50"X „ t' AS" S -- � Flo oieN, t_%. SS "'`!AETFOOAOE X t 4' Chutrmun b nr,urt ) ltunrn t rcr•C hutrmurt l( t! L,t 11rmDers kurtu 1 Crr Juntr+ .1rrJs Cirur,• brrlin 171t.tmus .11 blink Lu't rrntr 1 th / J briJt� (-AL ur brrnnun Jahn C t,luurJO C uuirt loner Jr (u lurnrnte H. Curlron TJrurr 4rnu/J (julirnun lettlorJ 4. Hurry"! y uruel Lr+4i.1 Ltncltrum ern rn .Lu ++ r Jottptt .1Tuknrr. Jr. .{ Pr■trr Iii(lewn Riley .1rlwnt1u ►1 M,u 1714 Cur rbutk • 1,CrrtJ µrt.hnAl 114J■ 4110 n.. bu„rQ Coniattant Jrnn Pt,turinu Sctqf C uurlr� Dunrr SunJ\ :lr+nrrD Cirl OwmunJ Hurst Awning Company, Inc. 5795 N.W. 36 Avenue Hialeah, F1. 33011. p$QQUCT CONTROL NQTZCE OF ZCCEPTbtiCE Your application for Product Approval of Storm Panels under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by KnezeviQh ,y, �s�r l�tcs drd'rrriny 491 -195. ts_ 1 and 2 ilated 8 -5 -88 has been accepted by Product Control under the Specific Conditions set forth on page 2 and the Standard Conditions on Page 3 ACCEPTANCE No.: 92 - 1223.5 (91) APP EXLWSS : March 16. 1992 Mnrcjl, 16. 1995 1ALS C9VERSHEET. SEE ADDITION PAGES FOR SPECIFIC AND $ENERAL CONDIT;ON APPROVED: March 1,. 1992 * *2LEASE NOT$** - METRO.OADE CENTER BOARD Of RIMES MO APPEALS SuITE +010 111 N W. lm STREET MIAMI, FLOAtDA 33128.1974 1365) 375 2sdt '11 (305) 375 -2612 •r Ai Gil Diamond, P.E. Product Control Divisio Supervisor gOAAD OF RULES AijD APPEALS NOTICE OF ACCEPTANC$ This application for Product Approval has been accepted by ChL Metropolitan Dade Councy Board of Rules and Appeals to be us. in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles banger,JP.E. Deputy Secretary Metropolitan Dade County Baas og Ruler and Appeals ACCEPTANCE No.: 92- 1223.5 (911 APPROVED : Muck 16 EXPYR$S : March 16. 1995 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. This approves corrugations ttd 13.5 "'wide panels (12.0 0 „ net coverage) with 2. The panels shall be made of 3003 -H16 aluminum of 0.032", 0.040 ", 0.050" or 0.062" thickness. The anchoring extrusions shall be made of 6063 -T6 aluminum. The extrusions shall be made of thicknesses as shown in the approved drawings. Anchors shall be #4015 Tampin, stainless steel or ASTM 307 cadmium plated steel. 3. The shutters shall be installed in concrete buildings capable of sustaining the windloads transferred through the shutter. 4. The maximum spans, allowable height above grade, and anchor spacing shall be in accordance with the tables in the approved drawing 91 -195, sheet 1 for non - coastal construction zones and sheet 2 for coastal construction zones. 5. A 1" wide x 0.046" stainless may be use lower part of the shutter in n 15 feet height above grade. 6. All units shall bear s �� e ctl nu conform r to the the product approval number an d strictly approved drawings, as well as all applicable requirements of the South Florida Building Code. j ermit shall be by duplicat 7. Applications for building p prints of the approved drawings 91 -195 sheets an cl e a rl y t o marked to show the size °g be covered with plan location and giving the shutters. . permit all zoning 8, in order to issue a p g must be met. g 9. This renewal supersedes Product Approval 88- 0630.2 dated December 12, 1988. Diamond, P Product Control Division Supervisor ,4iETROPOLITAN DAD t COUNTY, FLORIDA METRO-OA irria METRO.OADE CENTER Chart 'nuts Urnmrrr S. 144. +N41r Vice- Chairman U.U. G,.lsrrr, ■ember &mold Axes Junars Al ru+ (.'rw a ISrr l Awrlua M. !flue k (,u1rrrn. r A. Henan Uatur li,r,u,ur lulus Cu¢uu lusgr de hi linnrrur U. Curiterr Detkrr Arn (iu(Jnrun Richnl,tl M. llui um (444r11r1 1d141.1 1.4111 Lurd.urr'111 �lr+rn L ni e Jux,rh MuAhrr, Sr, 'wires Prnrrr N}lhum Armando .N. H 1 (.1l+u.1 Ole rev( Al Wrr+brinl Hell Wrlhurn.% tlHdrf Cu111Y ti du1 140 £ iif C7r<rrlrs lhurkrr Sundt Nrrn,rl (41 Uu+rund BOARD OF R111.E.i MO APPEALS SUITE 1010 111 N.W. 1M STREET M/AM1,,FLOR1DA 33128-1V4 (305 ) 375 -2141 (305) 375 -2612 jVQ'TICE OF ACCEPTANCE: STAt+(j)ARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the wordb Dade County, Flor,.da, and followe4 by the expiration date may be displayed in advertising literature. It any portion of-the Notice of Accep is displayed, then it shall be done in its'entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant bq the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints neu1. not.be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall bL cause for termination of Approval. C.4 .1 Diamond, ' . roduct Control Division Supervisor I / .) L)r`t.)k.:, Irulal) 1 1 , I LUI-iI L MI!TflD DADE C7rofrrrart Written, S. Ilttrchrtn• Vicc Chainrt 11,O L4 ,urrr. r Members ltmum6l .I,gr'r )(WIC( (Will Cicerone Ilrriin /Inmrntr Al. Were I,urvrrmrr ,1. lfirr:rrlri litl Urt411.1 O. nr lImmelm holm Cmrfriml lahurrThr Carmel ,lrmt;r' rlr• lit l .weenie II. (.'.(1 him /Oc•tAvr• Artt (irdtlmt ltttlu „d Al. Humor 11t106 !t•nr.r hnbu l.lnd.mrmrm lN. \r ►�)1 Atntltrr. /tots Amer William Riley itn,ttJtrbr Al. [tiro lkrrr,tit.r Urn rr/we A(fi IttI.thnrd Ru Ilirllrund 5eaview Industries, Inc. 3750 N.W. 46 Street Miami, k'L. 33142. ACCtPTAtICE APP (ZOVED EXP LRES APPROVED: ._..t'IAX. -- t 12 • . -1- 11ETflQ DADE CENTE 13QARR +) OF Rum AND APPEAL Y suite lo 111 N,W. 91 aim MIAMI, FLORIDA W128• % (308) 370•2:I Your application for Product Approval of a A.I.Umhiflfllt bld _____AkiaL,q_and_Yaglke_ilwILLagg, under Sections 203 and 204 of South Florida Building Code governing the WIP of Alternate Materials and Types of Construction, and cottlpiete,iy deecr.i in the plans, specifications and calculations are aubmitteL . v. 1 • - 4eviQh & AsooQJSt.k InC'3 al _ _Y ci x.0y111 - Wn11SL2_, W s i_ r t. n (IA t Q t1 7_9 •-” hag) beep accepted by Product Control to be used ih the Uni orated area of Dade County under the Specific Contiit.i.ons set forth on pays 2 and the Standard CQnditionr Page 3 ( anion , P•E. rodurrt Cor%trol Div i Supervisor 9?-4)110L1 t• t May.._11.4 **,ELEAE NOTE** ,._&E E—AL2 IT IQNALL11 .5_ S2 S.2.EC E1 NDIT sma BOARD_ .ADL-t%U-,aMP_.APPEALS_ OTICE. $) C> eTANGE i This application for Product Approval has been a ccepted b) metropolitan o U ►Biincorporated Rules areae Appeaiu to Dade Count I.n the Incorporated under the conditions set forth above, 6 atIes bamgor, Secretary Metropolitan Dade County Board of Rules and Appea: _ ttY yw Xnd ll sl�l.S�S i_� 1[LS ACCEPTAVCG No #i __.�;�•�_���Z� APPROVED —M l .. J EXPIRES t ._ _MA Y _....1..L.4 t 3. jxia.l.,,y : kt02 rl , , , r� 'Idea ,. _anc.J,F_LC__C ON D I T.L(2IJa 1. This approves a folding aluminum awning type shutter, for installations up to 15 feet above grade. Three models are inc) in thin approval. Drawing 92 -02 sheet 1 : Models.Air Line and Airwing Drawing 92 -02 sheet 2 : ,Model Vogue 2. The mrsxitnum size, construction and method of ins?011aion of t) awnings 5ha11 be as shown in the schedules and details in the t referenced drawing. Extrusions 6063 -T6 Sheet's s 3003 --H14 4. 1deitr tfiGat Each unit shall have a permanent label with the manufacturer's the Dade'County Acceptance #92- 0110.1 along with instguctians the owner for securing the awning during a hurricane alert. 5. Application for building permit shall be accompanied by two co of approved drawing #92 -02, sheet 1 or sheet 2,,along.•with plo plans ijdicating the size and location of all op to rece windows, In orde4 to issue a permit all zoning regul.atio43 must be met. 6. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance '4 Chapter 23, Sub- section 2309.2 (b) of the South Florida .Duildi Code. 7. This renewal supersedes Notices of Acceptance #09-1012,3 (80 ) 89-1012.4 (88) dated January 9,1989. 'il Dl.amon P.E. product Control Division Supervisor -2- PURLIN SPAN SCHEDULE DEFLECTION LIMITS L/30 L /80 LJI50 PURLIN A 2' - 9" 2'- 4" - PURLIN 8 4' - 3' - 6" 2' - 9" DIMENSION(IJOA.) "X" N Y" 31 - 34-" (o Rio 4 - oi l 4{0' Co Ye: 5 -.O 5 8 4 (o YeR (.I —D R ?OR 1" - _I . , tJ: ILL • Oc15:.x 0. C' Y 1 r l N;eS� I i V y ; Sec 5cJca 4, ser- s�EDa)Il: TOP VIEW PURLIN SPAN 2- 9" .'3 -9" 4 -0" I 46" 40" 38" I X. 045 1 T1.15I/JG, 7 / PIPE BRACE 6063 - T6 RAFTER SPAN SCHEDULE (v000Q AWW1HO ) t.:12.14 4 6 , • =..a..' WALL — • . IaJ Hi • I! ILL 1 , SECTION A 1. TU6 ` �a-ZL• C•C`L• v /'vt1..e r../UT P A 1•. #1 6GCE-v Ie+LCC AL1 sIAclJc, e•VTER AMO 4 Ge..ALL I Ya 36" -- aLy N.T. S. DOT(QA\ FAIL ; Tt P eAI L I4' I -ILL I / 5 a Delvc. I IJ 5fAC�DZZ O. C.. q 54.TJc>E xd SECTION C 5 /0 1 sq. Ttiocs X wALL. . 040 Oe. I sq• DJgsu�' �jDo t4 Z4 it Ty 9Tt Lock A►l Le. II k 1 /9 L 1 x Y b ' Q i, L A (Z -1 ' 2JVt Y4 " AZO ooLL w(wiLk,J7it SECTION B ( BANNER L AWN.. f t J1 . A Dol r DegtL F�IJ (,050 CAA. AL) T TO ...I / _ 1 4 "X I-% / ,TAr CAve Tn 4.,1 ALL • DETAIL ' X' 12 ./Ia3TCT4P) DETAIL ' Y' Ye WALL C•AA\L L N.0 K I Z 1 �orG SIDE VIEW I 1 1 1 A. cc p ALTCc L q -FI-ItA AC.43 ( +'! EAT ( � ' 1 P11L T3 H S Afi�S DG tJ P/s=alC.E-TlCJ•A 14 Tyr 1 rt_3 x EA. Lack Lie OP. �JEfE \VALL- I � I-14.Y. 31JVYtJICT TLaE LE1J4T14 I - T? E.E. EOLLAL-,TO RAF MK. ( v000E AtNMNq ) rC Iv LL \;l �rAC LoY Lock ca..J c1 [Ant c peAC,c C0.050 A3 -I3/IL, AL • SECTION B ( WING ) HEADER — 6063 - T6 BOTTOM RAIL TOP RAIL iIIIIh r vJy �L.aT: NTS. SECTION E t1r=T r f�l CLIP 0 b" - 1 SIDE SHIELD (3003 -H14; 0.032" PAINTED ALUM. ) PURLIN A 2. PURLIN B 1 010 A1/411.1. � , . St O. o1.1 RAFTER BRACE Il n\AK. , y .10 el SLAT ( 3003 -H14) 3 9 EXTRUDED. RAFTER (6063 -T6 -.060 GA. ALUM)_ 5i sr)IC G _L:P(.O',L " C A J. (,: /t x I -1/e, X Vie) SEVERAL NOTES 1. THIS AWNING HAS BEEN DESIGNED IN ACCORDANCE WITH: A. THE SOUTH FLORIDA BUILDING CODE MBA EC) ANCHORS TO CONCRETE, CONCRETE BLOCK, AND WOOD SMALL ACKERMAN JOHNSON 1/4 x 20, 1 1 WIIN 110 X 1 1/2" WOOD SCREW RESPECTIVELY OR EQUAL, 3, AWN ING ARMS MY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIDNS. N. TRIM SLATS MAY BE YINYL MATERIAL THE MANUFACTURER SHALL BE APPROVED BY THE COUNTY BUILDING DEPARTMENT. 5. THE FOLLOWING LABEL SHALL BE AFFIXED TO ALL AWNINGS; TREATMENT OF AU. METAL IN ALLOY AND TO THE SPECIFICATIONS PERMIT COVERIG CTHISI INSTALLATION. H MUST BE CLOSED AND SECURED TO THE HALL DURING A HURRICANE HARNI NG OR ALERT. 6. UNLESS OTHERWISE NQTED, ALL ALUM NUM SHEET AND EX- TRUSIONS SHALL BE 3003 -H14 AND 5063 -T6 RESPEC7IVELY SCREWS AND BOLTS SHALL BE 2024 -T4, STA+KESS BTL. ON OALVAM2E0 STEEL. 7. IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT THE AWRINOS, Av x. 1J5TALLATICAJ r.IUhlr: 1 5 c". sQA.tcv 12`u. AWc BRACE BACK ARM SCHEDULE * SPAN 4' -0" 5 -O" 7 - /O' PURL A 2' - 9" It1SIDE TUBE 743 / 8" / 4' 4'- Q" 3'- 9" OUTSIDE TUBE / " / / 4 . / 3 8" PURLIN SPAN SCHEDULE DEFLECTION LIMITS L /30 L /80 L /l30 PURL A 2' - 9" 2'- 4" Y -10' 6' -6' PURLIN 3 4'- Q" 3'- 9" 2'- 9" STIFFENER SPAN SCHEDULE SPACING 2'- 6" 3'- 9" 4' -0" 4' - 0" 4'- 0' SPAN Y -10' 6' -6' 6' -6' 6' -2" 5' -0' w r_ • AilCr'+o C S�C-I JGS r 4 l if:, le • � I I 11cA.Dt+'. � T 4 " 1 I a Y FJe.1111 P A L Lal SINOLE UNIT TYPICAL AWNING PLAN L nvx. - I•�I'.. zs'� Plc AT TA s-T, 1 " A % LOC {!.D � i s 1 IN/ sr.u SECTION C - C SECTION A - A (AIR LINE AWNING) N. T. S. SECTION 8-8 (AIR LINE /AIRWINO) x• MULTI I f 14 11 •I I � = .050' C sr•.e EL HINGE DETAIL SECTION A - (AIR WINO AWNING) P J - I 11 ( 5LG L6) UNIT N.TS. 2.50 L I Ilu. IX�.oss� •wLLS I Y . A 0.1 a COO /xOI/! /ML• Pk-AD= t SMS •�(�, T • rJ r J . NT.S. lb 5/�S 10 N..1141. /se Tl. S /01 AIR WING DETAIL ADJUSTABLE ROD SUPPORT See Sens u e W Gt V tj WOO 2 C 5.. oof> I !',A�. iJc c I L *p L Y 110 f +Ly a. .+, r • Jf see- pe.T,.IL FOi /✓i/9s x76, rro DG a4c.t r N. T S •••c.4" AL,•JIJC# 4 1f 4 A . y.s ) P/,C eho , /, cA(n6SS a 0.062" ALT. (AIR v. o8o _�L ArIC..+OC3 Arm CO/7 I A. be above /he TYPICAL CLOSED POSITION TYPICAL OPEN POSITION N.TS. .040 V A ° t, A 1 J ow/7i/79 5. A CS. z1 / eo.IL�e e. cc.v11 wA LI• SECTION A - LINE AWNING) 1. THIS •.•01114 NA3 KEN DESIGNED IN ACCORDANCE *ITN: 1. THE Swr* FLORIDA BUILDIM COM 19158 EDIt1D4 2. ANCHOR; TO c04.cR€Tt. CONCRETt SNAIL x. AND N00D SNAIL DE 3/16' x 1 1J DIMOND MA1,1ER Ultra NAILS ACKERMN JOHNSON LM TOGGLE. x 20, 4 WING TO Alm /10 x 1 1/2' ROOD SCRDI RESPECTIV OR EQUAL. 3. ARNIN3 ARN$ MY K NOMfTED 04104, USING SAME FITTINGS AN D DIMENSIONS. M LAD 4. THE FOLLDNI SHALL AFFIXED 10 ALL ANRINGS: �EAVit"o/ 11JIOtJSTT4£L CERTIFIES TMT THE ALLOY AU_ • NEAT TRIATIENT Of A PETAL IN Ts PRODUCT CONFORN$ 37 TO T.E ECI ►!CAT IONS'COIRAI NED 1N TM PLANS SUMP TTED • Wont MIt CONTAINS THIS INSTALLATION. THIS AR R NIN MUST SE CLOSED . AM0 seam) TO THE DI E *AA 1 NS A IAIAR I CANE NAIUR INS OR All[RT., UNLESS 0 I NOTEDt,, ALLN1I NUN SET AI/D EXTRVS I DNS SHALL at 3003-14 A AND 60 63- HE T6 RE PICT VE'.V. SCRE>fs AND U NIL SOS SMALL 14 N-TO ,STAESS STL ON GALVANIZED STEEL . • IT SHALL H SITEASA!NE3 MAT THE EXISTING STMICTURE CAN SAFELY SUPPORT THE ANNI MIS. 0E510 CRITERIA • OA DL COUNTY• MAX. DEF N LE CTI O • L / 30 MAX INS T A LLATION NLtONT • ftl' -O •05Z w •05v �, 1 y4 " i To Ted.. I LGe. N. TS. SFIffRAL MOTE$ .040 PURLIN 8 N. TS. PURLIN A N.T.S. TYP. SLAT DE T /.IL N.T.S. 14'.446 /AUNT i/EAL,e .33 Z5 .06Z 1 �f lo - � k 0 n o 1 v ' anY loo" WALL, MOUNT No SG•LE HEIGHT ABOVE 25' 25' - 3 35'- 55' 15O - 250' REPRO PROO'JG T S 11 . / 094" TYP /GAL STOEW PANEL 5EE SCHEDocE ■•449TS 7.4L ` 7 - \-- ° DE/V6 - P /M Olt TA MP /N SEE S E DULs GRADE IN FEET O o32" ��- 5 / t lot 311 5' - 15 #E ,'--51 t- l 6' 7/3" 55' - 7 5 r 71- 2 I, - 75' - /oo G'- /a vE P/N o,P TAMP.w .5 SC " O. o�}o" 10'-4" 9I 9$ 9� 2I 8 % ¢ /i 8'-2" 7 1 /0 " /:Z'- /50' 6 -7/ 7 G /_ 2u 7 ! o " CE /L /N6 MOUNT I.IEADETL /Z.00 Co vE,eA6E PANEL SPAN 4 /. /70 •--- No 5GA1. / /'-•= /O' -9 ' • • ,v ,• • • d POURED CoNCRETS REQU /REO. (T•P.) 11-11 DE JvfOUNT ' CONc 7_ . O. 0,3C,"" • ( 2 . 0 4 1 , 2 1 t . -. -. S PAG 1146% TYPE - / /' 10 n 4N /0=1" 1 o.c. 9' - 9 / - G y 14/41..Z.. ,01./Nr 84.5E rz) • _ ALUMINUM PANELS! 1 t/4" - 20 aLT , W/ HUT .7ov3L€ iN�15N k 'SEE 5C we- PULE FOR SIZE) THQU PaNEL MOUNT 94.,E Go c.c. SEE 14O g 14 -20 e`5' T, t-irT DOUBLE WASHERS (SEE SCHEDULE FOR SIZE)'TNc.tl PeN6t- 4 ma uHT ge9t e o.c. -s=e He TL /8 "o.c. / / ' - S" /B" o•c, /2" Q. c. / 2" O. C _774 f NCHoR TYk'e - t3 24 o.c. 4" O. C. / oc. /PS" O.G. d, /2/ o.c. /2 4 0.c. /2" O.C. 3/0". `•- ;/4,0" _ 3 /4 " x 111" T441 44" K 1 /lco" T CL /P 7 -94 "r - .050 NOTE Na S 3.31 " (TYP) )14 -2a 4 1-tuT ' f 2" c..c. . • G0147 1N uoUS - 3 "(3 .K /' A W 4. A/KC E _ OG / -TG 02 60Ctc T.T, !•1 /" , /N cc_ t / . Ph s/ SEE - SCNSDOL5 TYPE "A" _ L ¢0/5 STAR TA HP /N ANCI%'O/ (1(4 "p z 7I$'_ L G) MIDI. EMatDMENT OF 7/8" IN CONCRETE OR MASONRY. _ _ TYPE 1 'B" = 1/¢ 96 )[ 2. 1-G D /AMOWD f - 1a,�l 4 R D�z /VE p/145_ W/ MIN. EMBEDMENT OF 1 -1/4" IN CONCRETE OR MASONRY. 9E NOTE No '.STEEL PANELS TYP/C'AL / N5T& LL- d77aw REQL/i; E1-1NTS. ND 4.6,6•L E. MAXIMUM PANEL SPANS & _CONCRET _ANCHOR- SPAO]NG .. . EDULE FOR NON -COA TAL_ZONF INSTALLATIONS C ONG2GT'. ANCHOR SPA />;/6. 7YP - A 18,"a. c. IS "o.c. 12 "o. G. 12'0, G. TYPO - 24"6.6 24 G, I B "o.c. =$ t'o, G_ I as 1 a; "o. 12''O, G I 'L''a • //4 "4.20 BOLT caueLE WQSN.thRS 5/z a. 3 "41 x' /1CO" -r-i K. ./..1.11.4> x I /I Iii FG, •/ ) X ) /1<0'' NG. '7/41'x+ x /ft 6 �� -11+K‘ x 6" Tf+KC • T. '''/4 X %, 6" TH-K. /4'`'' x 1 / 1 Co T-iK 1, " x GENE NOTES 1 - iTH /S STRUCTURE N'45 BEEN DESIGNED !I.l ACCc',R NCE wIrH ;Sc,UTH FLORI LZd. BUILDING CODE /9 88 .; 2 - I PPNELS N&VE BE °N VES /GNED "rtO BC /NS ;".GLLEO /N COA5TaL ZONES NON COASTAL ZONES. L LdMINUM P4)k/¢Ls To BE 3003 - /6 ALLOY To BE 5P[./cl=fl @ /V Ia,c. W/TN ONE ENTIRE FLANGg OVB'RL,IPP 4- LUI/II NI UM E)XTRVS/OAt/5 TO BE 606-76. 5- ALL BOLTS TD BC 2024 -7 ALLOY aR A STS-! A-307. GAL Vq N /2J $7I_ OR STA /NL ES STEL L . 6- 'CoNCZETE ANCHORS To BE # STAR T.4MP/N 0 R - !/4 4 x 2 " LG D/A MOND HAMMER PR /vE AND 5144LL 131< U D_,AT SPAC/N• SHOWN IN SCHEDULES_ TM E 7- IT SHALL BC 7Hff RE 1451 B/L / TY OF T7-?E PECZM /T H0L O To VERYPY THE 57 RU.TURE ADeww'ocy OF T14E EXIST /NG STRUCT aCB TD 4 3057 - 'd /N THE NEW SUPER/N1P0SED W /NO LOADS 4ND To VER /FY ALL D /MEArs /ONS AT 5 /TE - • a- y WIDE X o. a5o''THlcx SPRING GL)P f Z4 �1E�T TFe_EATED 7'0 41341:3 41341:3 / BY ROCK WELL COMPANY HON GO:d '�ics;t- Z 7H lf�lS r dL_l - ��10 � FR431•1 O- cy'4L.6 FAH EL SP.4 4 1 :2 LT5 oR GLIrs Rssioo ; �P,1L it-J6 PER P. .tiaL I / II _ e 11 o.c, pR 1 G LIa O'- ( G '' O. G, 10 5 EE SHEET No 2 FOR M22X. PANEL. SPAN, MAX CONCZETE ANCHORS PACING AND DOL/ LC Wo5HER5 S /ZE SCH FoR C04Srv.L.. 7NES /N'TALL4T/CN5. �! - °RO')D1 ? 1 /4 ' cp/ g.3. L7oLT W/ /•1 x I /Ia' wa5!-tES. wiNG NUT G� 12'' O. G. JOINING PANELS 0 MIDSPAN FOR PANEL SPANS, . 10' -0 4 .. /2 - STE J'AN .LS TD t5e p, ' S .T. •• A.- 52 S / c - OJO &A..1.-v/ N) 1Z EP STEEL °PNELS \,J/ M1NlMUh'1 F W z. a 0 2 cc O 1- U Z 0 4 i 4 tv z 0 a 8 cc a z 0 w a roc co co - N . --•, -, 0 J Q 0 drawing no 91 -195 [sheet of 2 . MAXIMUM CONCRETE ANCHOR SPACING SCHEDULE FOR COASTAL ZONE INSTALLATIONS . . HEIGHT IN FT A ALUMINUM _. _ PANELS S STEEL PANELS_ . ; w CLASS No 1 1 BLDGS C CLASS No 2 BLDGS C CLASS No 1 BLDGS C w CLASS No 2 BLDGS TYPE A T TYPE B 1 1/4' 0 -20 BOLT T TYPE A T TYPE B 1 114' 0 -20 BOLT T TYPE A T TYPE B 1 1/4� 0 -20 BOLT T TYPE A T TYPE B 1 114• 0 -20 BOLT 0-5 1 10 2 29 1' O. c. 3 3/4P 0 X Vi co" , 22 "O.c. s s/4" ck 111C," , 1.0 h O.C. 3 3/4. x 1/ a 1 V4-" x (1 /: " 2 2 5 t , o.c. I I, ,� I 4)/61 -"46 x'I:p" 1 1 5 - 2 5 4 l4 o.c. 2 21" C. C• ° °/4'I ¢ x 1 /1l,' / //" 0.c. 1 1 "o.c S S/4" G c c.c. r r, o•C• ' 4/ -',f, x 1/ &" ( �' 1 1) n ' � �� p p. C. 1/A4-",d7 x I /t lv I r 3 It ,, „ 1y � x 1� 1 1, � I b 11 a. c. 1 17 "C.C. 3 3/4" 95 X 1/1x01 9 9 " D.C. 1 13" 4•C. 1 1" 55 X 3/ , , t e•C. 1 1 C.C. 1 1 D.G. , ,, O.C. TABLE NO.1 FOR ENTERING TO SCHEDULE :TYPE of CLASS NO. I CLASS N0.2 I BLOG. BLDGS. BLDGS . (1MEMSNON, H 1f£ET) 0 < H 50' H > 60' 1 0 Ow OR 0.80H O. t0 w OR 0-5OH 1 WHICHEVER ,S WHICH EVER tS E (FEET) SMALLER Sl1T NOT SMALLER 1 - LESS THAN 0 OR 6 rEET BUILDINGS ENCLOSED ENCLOSED C O NOTT I ON S rul B k -,2-., ,t)' ,2 cc) . description RENEWAL P $$- TEEL PANEL 000E• 1bA3HER SIZE. FCC STEEL PANELS ) 1 0 el HEIGHT ABOVE GRADE IN FEET 0 -5 (h) 5 -15 15 -25 25 -35 35 -55 55 -60 60 -75 7 5- 1 00 100 -150 150 -250 FPRO M1000C IS CLASS No 1 BLDGS. ALUMINUM PANELS_ 'MAXIMUM PANEL SPAN SCHEDULE FOR COASTAL ZONE INSTALLATIONS 11 .`5 /O " CLASS No 2 BLDGS. S 4 / 11 11 CLASS No 1 BLDGS. STEEL PANELS END ZONE CLASS No 2 BLDGS. :INTER10R ZONE TO► Of PANEL — 7 ONAOE --� 4' END ZONE 0 N N C ,_ NOTES W 2 (FEET) TYPICAL PLAN OF BUILDING N T 11. W1 or W2 ENO ZONE INTERIOR ZONE \e A E I ,rE ,EE TANIE NO.t TAM/ NO. 1. TYPICAL ELEVATION OF WALL ANALYZED 1. W ■ MINIMUM WIDTH CF BLDG. ( SEE TYR PLAN) W • MINIMUM OF ( WI, W2) 2. END ZONE : DEFINED BY DIMENSION . E - (SEE TvP ELEVATIONI 3. INTERIOR ZONE : DEFINED BY THE REMAINING AREA OF TIE WALL ANALYZED. (SEE TYPICAL ELEVATION( 4. h • HEIGHT ABOVE GRADE _ T 0 TOP OF PANEL. DETERMINATIO1_OEEND &INIE i01E�` oNES ;_EOR COAS.TAL_ZONE .ALLATION Y 1 0 1994 • � .' J U w Z rrnn CD • UJ m W 1 C W W < z D V �WOG) 0 , D nw QZF UIIWfO > in W u! W zG�z w o- Z zv - i wco co 5 F J U Z >, i _I D f 111 v : 1 tg) tea' o > d drawing no. 91 -195 [swheet 2 of 2 STORM PANEL rul B k -,2-., ,t)' ,2 cc) . description RENEWAL P $$- TEEL PANEL 000E• 1bA3HER SIZE. FCC STEEL PANELS ) 1 0 el HEIGHT ABOVE GRADE IN FEET 0 -5 (h) 5 -15 15 -25 25 -35 35 -55 55 -60 60 -75 7 5- 1 00 100 -150 150 -250 FPRO M1000C IS CLASS No 1 BLDGS. ALUMINUM PANELS_ 'MAXIMUM PANEL SPAN SCHEDULE FOR COASTAL ZONE INSTALLATIONS 11 .`5 /O " CLASS No 2 BLDGS. S 4 / 11 11 CLASS No 1 BLDGS. STEEL PANELS END ZONE CLASS No 2 BLDGS. :INTER10R ZONE TO► Of PANEL — 7 ONAOE --� 4' END ZONE 0 N N C ,_ NOTES W 2 (FEET) TYPICAL PLAN OF BUILDING N T 11. W1 or W2 ENO ZONE INTERIOR ZONE \e A E I ,rE ,EE TANIE NO.t TAM/ NO. 1. TYPICAL ELEVATION OF WALL ANALYZED 1. W ■ MINIMUM WIDTH CF BLDG. ( SEE TYR PLAN) W • MINIMUM OF ( WI, W2) 2. END ZONE : DEFINED BY DIMENSION . E - (SEE TvP ELEVATIONI 3. INTERIOR ZONE : DEFINED BY THE REMAINING AREA OF TIE WALL ANALYZED. (SEE TYPICAL ELEVATION( 4. h • HEIGHT ABOVE GRADE _ T 0 TOP OF PANEL. DETERMINATIO1_OEEND &INIE i01E�` oNES ;_EOR COAS.TAL_ZONE .ALLATION Y 1 0 1994 • � .' J U w Z rrnn CD • UJ m W 1 C W W < z D V �WOG) 0 , D nw QZF UIIWfO > in W u! W zG�z w o- Z zv - i wco co 5 F J U Z >, i _I D f 111 v : 1 tg) tea' o > d drawing no. 91 -195 [swheet 2 of 2 STORM PANEL ) 1 0 el HEIGHT ABOVE GRADE IN FEET 0 -5 (h) 5 -15 15 -25 25 -35 35 -55 55 -60 60 -75 7 5- 1 00 100 -150 150 -250 FPRO M1000C IS CLASS No 1 BLDGS. ALUMINUM PANELS_ 'MAXIMUM PANEL SPAN SCHEDULE FOR COASTAL ZONE INSTALLATIONS 11 .`5 /O " CLASS No 2 BLDGS. S 4 / 11 11 CLASS No 1 BLDGS. STEEL PANELS END ZONE CLASS No 2 BLDGS. :INTER10R ZONE TO► Of PANEL — 7 ONAOE --� 4' END ZONE 0 N N C ,_ NOTES W 2 (FEET) TYPICAL PLAN OF BUILDING N T 11. W1 or W2 ENO ZONE INTERIOR ZONE \e A E I ,rE ,EE TANIE NO.t TAM/ NO. 1. TYPICAL ELEVATION OF WALL ANALYZED 1. W ■ MINIMUM WIDTH CF BLDG. ( SEE TYR PLAN) W • MINIMUM OF ( WI, W2) 2. END ZONE : DEFINED BY DIMENSION . E - (SEE TvP ELEVATIONI 3. INTERIOR ZONE : DEFINED BY THE REMAINING AREA OF TIE WALL ANALYZED. (SEE TYPICAL ELEVATION( 4. h • HEIGHT ABOVE GRADE _ T 0 TOP OF PANEL. DETERMINATIO1_OEEND &INIE i01E�` oNES ;_EOR COAS.TAL_ZONE .ALLATION Y 1 0 1994 • � .' J U w Z rrnn CD • UJ m W 1 C W W < z D V �WOG) 0 , D nw QZF UIIWfO > in W u! W zG�z w o- Z zv - i wco co 5 F J U Z >, i _I D f 111 v : 1 tg) tea' o > d drawing no. 91 -195 [swheet 2 of 2 STORM PANEL o "BCIFICATI04d F03: R. & CANTWWLL G NNRAM CONDIT ION ,DOCUMENT8 = The eontraot dosu2*enta . for .thia dontre t shell ;Gone a : o T $ea 8pecifieat on r, - Arehiteet'a Drawings, 'Shasta l to S, -"The Standard 1orw ot. Agreement between Contractor and Owner for _Conetruotion of Buildings, fourth edition, together with the '" "Gen. ere/ Conditions of Contreot,s'standard forme 'issued :by the American Institute: of Arehiteots. f . where eny, oonfliot ocoure° aforesaid ;General Conditione and thee• "$peoif ioetions or the; ,lreh1. .teot'o Drawings, then the�"prolrie tbeee 8pecifloationa and Drawings Shall prevail. Copiee of thee. standard document? are on till at the AMohiteot's Office for . inepcotlon by bidders. F3SRs TS u 1 pay., for their- respeotiv$' permits. Builder will make all ne04 eeeery deposlte for el64irtoty, gall ' water, and pay for. utilttiee 'used during: ,eonetruotiQri BURY -3Y`' `: Owner .will e_u'vy property - at hie 'expellee and builder wil furnish, oo�rner stakes and , ievele, •ARING: OIi br OITA.. 'Builder will oaeer,1iul1d-ing- a its .Q ' ' .a ebxutbe en , in eruir" rid leave only Glean soil inside, of buiidfng . Lere1.• • ail. earth' and Glean. off all debris' ae job prograe ,ee.' WOR ON ing done, by S u a e y err. P FO R NF I` Pwner will pay for building permit; only. sub Contraotore X SXCAYATIO) AND GRADING GRO Builder will do all exeaireting" and rough, grading« e ndeoaping ` of entire Plot, and finish *. grading, to _ be Corner. B TUE BOARDS eas ol boards, will lay out the building ace. d 4., as may be 'nacelle.... 0 Oft INS s RS CONCR 8 . S ieb shall be Q thlok,1eee nd r es ' shown o n . ele of'. finished . floors and materiels' need for : :: tiniehin ehalif`ttetermine level. of rough conoretet Bathroom .'slab; shall be ' `- oonetruoted in. the usual way.' - - 1NSTRUoTIONS TO BIDDERS .► Biddera uiii * visit,, the Site •and ascertain - amo "q'f liil, noa eaaery ,to do all. rough grading it .is desired' , grade . front to. conform with' general aontoure of r,operty adcent t o either aide of this lot. Owner reserves . the .right to accept or reJeot eny or`all- bids:ine1uding auboontraote. SNREt 1 XCAVATION' .. Builder, will ' eloa' ate* for foundation* welly, ere, Co in" Tabs, and any: other work indi,eat4d, on plans. A Cx2ILT Builder shall baokfill around all i asonry.welis where. neceaaary and * where" direoted by Owner. All fi„llin cruet be 'thoroue ghiy` puddled' and brought to levels shown on drawings, and generally so graded -`eo' as to drain water. frog • All foundations` will rest upon spread tootinge, Care f ` she be t aken not to-excavate any deeper than'neceeeery, a all exoees'depth shall be filled with conorete, no dirt being allowed to bring bottom of footings to proper level. 9STSTWILMEL SCOP4 ©F� WORK Under, this herding to included all ; plain - 64d . ' rejn. " forged saner. a and all labor and. material necessary to: oawpiete the 'following: All tootinga, including porch footings. - All foundation • walla, first floor suspended glebe, tie .beams, .and ail other, con. erete 4e0eae.ery to oornplete a11 item. shown ;on draainBs. y PROPORtIO uxN( 03? CONCRRTi a The proportion of materials= Shall 8vt zoo a to pro oe 9 Concrete` that shall - have epeouf ied. strength and at the eame time work readily in 011 oornere and angles of fbrxelf. and around: reinforc,eent without Gl oeaeive puddling or spading. STRRNGtit OF CONCR T , .• The minimua strength of . 2, 500 lb, in' g8 days shah be requ re hroughout. a Cement`ehelh be American Portland. fine aggregate, ,clean arp_ rash water panda ^coarse aggregate, broken stonee, free of IIAT I `s. salt.' and organic matters and to -pass through a' ring`. PLACING' OF C CRB Concrete ^.hall be d a ° p so ej osited i # forms ae soon et abl 'after mixing . and all concrete which remeine wheel.* barrow* or mixer Greg thirty minute.` shell be removed ,� A11 concrete shall . be' spaded enough to aTOid, honeyoombings • Ali reinforoing steel: .hail. confoxa to the s ec. .p ea on$ :o tlie American society for Teettr 'Materiels.. ,Steel rattet be of proper length and :bent cold. Def on ed be only ll e used., No bars showing large (melee ; or rust will be allowed.. NO high Carbon or rerolled be materlai$' wl,1i . allowed. • 1 Y011; MB .- Ms. J. s OANTWISLL MASOVEY BCOP Off' W�OR ,vork to, be done; under this heading ineludee turnie .. frig al l::1 or, materials and equipment necessary for the proper o6ee4 pietion of all block stone and .other work shown; on the `drOWinga, . an - reesonabiy implied` and galled for in these Speoifioetione• MtAT IALB C All oement shall be Portland . Cement 'of Aner• can manufacture ,end.. shall meet' all requirement, of the Meriden Sooiety for Testing Materials. LI .� 1ydrated lime shall be of an ap roved make and o hall conform with` the "standard `epedificatione: tor. : 1in�e: • of the American Sooiety for Testing 1[ateu #ale S AND 4 ,Alt " fiend shall, be- glean, sharps fresh water, tree Volt any vegetable or injurious matter. :p BLOC • Shall be proportioned x part cemen p ro: son ,, and l .11 .e, CONCR BTT BLOCKS'J - Shall t e 4" x .8?' ,: 8" x 3" x ��16' , ' 72 x : . and shall .be esertitied by the, local Board of Biro Underwritere.• All blooke shell . be laid in I'l bed of aeaent mortar. Where brioke are neae'seary, use standard ce sent brioke: IC Shall" be' etanderd white adobe elueip br j ok. A CI{ 8 C , • Wild, in all anohore, logglee, bolts, t1.sehings, •e me, frame eto. , ee ay aqu fired. • rn r oe Y� C : IRs 4 Caul k' all exterior opening frames with,' 2eeora Caulking om o any or equal, both from outride and inside• : Ale w R f ; All metal work and all fleshings Shall, be; set i o ' r en as ireoted by Qvni r, t I2it?, DRI I n PATCHIB{ + All plumbing pipes,' eleotribal ()off*, u s, ; etO, l 'e Q a into the .walls_- t ; aocordanoe with 1ece , rdinanoea and - " no unneoeeeary cutting-.shall be allowed. • J. 'w C • R OT TIOli ©F `r(.R • ,‘11 tjniahad work shall be oovered and prpteot_i• : . d- adq �uatelyr - Any. word , daraaged ehro 1� the aaxeleeanesa of any ",of- . . he trades', shod be' toy; the eatiefaotton of the :JlrohiteOt. This: builder eizel • . fi ke e remiees- in a fairly eleen concon. at ll. times.. A11 accumulated debris . is to be reeiored from pr operty find entire job is to be. left IbrooM e CN ftont .. carpenters' ehell do: ell outting.- and. fitting: required by. the tither oraftsnaer on the ,building and shell. ooned1t then, et: 011•_ ti in regard to .the proper do„netruetion to take oe'e Of thei ' pipes; oondutta, 4t:41 ` .4 They' ha1h ereoi as shown .on tile, -plane ve: iepef i eetion.e all Q me , framfng ftzr ing, : finieh Work, in te oi pent of the 'work that._ �► h on d s oma u der the head of, 'C r oe t ry• tY� 0 �n Builder eha►11 � e .held reeponeible for al].. r c , e by; "all tredas, wheth he eub.eontr _ work' r equi x r ing a ; aoaffol4: or of Ft + Yorme for oonorete work - shell con to the uhape lino , an • .. mehttione of the member se o all,ed, for plena. - . They e a ,i. be sub.. etentf al end. waffle ikatly' tights : to' pr eirer t leakage of Mortar , and �hell b prope 1y' breoed or tied eo as to nnainta n position. - end= shape and :: iriaure eatety -to workmen and, peaeiere Minn • • FLOOR PINI81t 4• Garage f1Qor and steps from kitchen end parole shall be nia e n oeuent end: troweled to a- : smooth finish• .These � , shall,be finiehed. either *onolithioaily or with` a V' ce, ent toppi.pg• -: r. IVII8 • Pront walk- to be u ongrete `4* } in thioknaow and then in ohs < . ,to`" . `ia"Tate quarry keystone .and eeored be 248 se_.`direoted by Owner• Ribbons troy existing sidewalk` to garage sshot �aide,�: of oon• • orate �4. ". think, hooeted . oo ehown on plot ' plan, • W T tg 0OY NG . - Integral waterproofing obeli be • Took', `Bros }., TruBoon or. approved equal.- It shall bb added to all``4onorete a000rdanoe : pith r Gnu 'aotux er a; dlreot tong,. • F i 8 ASH,: FR.B, : ANA 808 > ' , All i ndo-ae throughout : bui.lding -eha1 be 'do e a Ter approved egt�el �t eelree►idenoe casement!, and. of site shown on plane, Operating , herdwere �e fall consist of Betty . orank - type operetar, and, oac latob• 8oreen:' frames ehsll.. be made from aluminum and copper ,bear :ng go heerth" :steel. ' Screene, shall. bd" ad mesh bronze; : • Ii' die per beam ., steel -.. ii i not obtainable," submit, the .kind of eoreone are : ta be- :toe. 5 tor: appro rnri,• . Case ante,,- ah11 be bedded end pointod inside► ono ou t with ataetio; cement. P.r4vide f1, eh `metal,.'Guidea r for veniet.ian `et'• 81,1;` "eash .A11 sash c halk :be glazed with 'A' : "quality . d4niele° strength;: ; boy. C rnree.Fo$d Glees. . 'L All sash. to be eat in preoaet conorete frame$ . • a.s m$A u f aQtu r e d .. by . the iiee4 041 ! x ' it I L !W CIPICAtIO2i8 POR: KR. MRS, X. 0. OARTNTALL ING 0 All framing' lumber 'ehe11 be aquere . and eound mfr.. o me l.e :4to4k, of fixes 88: shown On the plans or °alled .for, in - thee4- e$eo jfieationo, eeeeoned and fres from all large knote or -other itsperteotioni whioh sight impair its strength or durability. PI,AT33 Well pletee ; Ball be 2 x 6 Long Leaf Yellow Pine laid and r eichored every: #'our feet with 0/3 " anchors extending into the oonotate linte1e`et least 32 " 8 0 Ceiling Joie and rafters +3)1413. be 3ou.hern o e T he, f ie4d ae a a1led` for on plane, levelel an4 brought to perfe.ot alignment. - Cross bridge with 1 z 3 bridging once in every eight feet of unsupported joists. Double joists under all partitionist Treat' the ends of all ; framing lumber 'coming in o4»%taot' with masonry with oreoaot0 8heath -the entire roof eurtaaao of the xeeidenaa' and garage w tlt h u d or 1' 'x 8 Ho,- 2 •oxmion Pine sheathing _ and in both oseea, double nail at 'every bearing.` • - ., 3 4r A2 GROU ti • i rovide and erect 1 x 2 oypre3S furring''th�rou g ou 5uiIding on the interior of all masonry walle Provide'' and . erect. 12/14* grounds ground ell openinge to receive trim, Prom tide 1a X WI tarring et the heed of ()soh precast frame and other exterior . opening,.. • ONB. All "pertittone, are to .be formed with 2 'x 4 or 2 x d d P seed le o.o., Wall *Piked -into place. Double etude, around all,openinge4. ` Usti one 2 x 4 for sill and two 2 .x.4 ;e: for plate: .- . idge all partitions- onee in their height. ROOF .0 Frame ,the roots on the buildingo ea as to.- properly - drain all pr te. 313.eaah aft... speotfie4 above. • IN4T494JB.JA • All interior finish ehail, be °thoroughly 'seasoned poplar, pp net or magnolia; tree ` from knots end other euriace .ir Perfections. ; Ai.1' finivh to <be.3 /4e thiok one member, all to be meshthe Sanded snd ready'to reoaxve finish. All trims to be applied lifter •plastering: _ri ► Furnieh .cupboards in 1 itohon and in bath and hall 'as shown raanufecturred Or approved egust.:: Provide slide-in bi sdboerd. Provide, ail bedroom eloaets with 8hel1Se: and shoe rooks Gf. } . ., „ I. pipe" for; coat hangers. Provide neceeaery . ahelvee in . entry. air ;d linen alosete , storage eloeetsr • DOORS All exterior_ door frames: eha11 be oypreee and re i ' or oo�ro enet ec'eene. _ All e interior jambe *hall . bE bal/ A . end have planted " . etope. , Al ° doors shall., be of, fines sign :ea ,tolled to or Brewing, flush re$co type. M SWELL' -1- 433C Puxnieh any wiecellaneouemill oomp a e o . CBI Aa VJMT Provide 12g` a, 12 ' eoreened vents in the oeilinga o ! 880 4.48 LA ?H NG PITTING .• When the colt if 'aubetantially completed and a eei .east .tin and f it in for. the. t »pen a one all n e y vat g n t g r ether: oref te, and has carefully inetal1ed "ell his own work, , he . ;shall ge over. the entire building again and perform any necessary patch.+ ing or re.4itting' . tO .. leave o ' pe f ee 4". B N s HARD�WA 0 This builder shall make an •100•00 for n 1 ,' l a d'7era selected by Omer. ' ton Trip $3ROLD8 .• All exterior door: shall be equipped with interlocking a holds.t0 jneura ab solute proteotion'from driving reins,, All to be reotheretripped„ P .. T8AImo, work required to make a w rook- lath or sheet rook. At all.. interseoftone of . ceil be lathed All. interior _walla, ceilings, and per ions pis' ceilinngg and wel.le;: end: at all interior. and exterior dornere, apply approve galven• ized olinton cloth. wherever .tile **cure on walla end partition. apply olanton °loth« PI iERING 4 Plastering.0h9ll be two•ooat work. All interior walla. ' an oeilings _ except as otherwtee specified' shall be plastered using - Acme Plaster or its equal. Manufaotuxerto directions in regard to mixing eha11 beetriot1 r eomplied` with all plastering to be brought out flush with:grounde, all angles are to be out,thxough to lath and finiah: goat in angles is to-be. marked with a mitering tool. Round .off co3rnere at all arohee. $'inieh ooet of . A. texture tie selected by Owner 0110ll be applied in all rooms exeept bat/ oor a and :kitohe'ri where a putty finish ooat l � 1 NPSO I AT I © 3 'OB 1. & 3010* I. ,,' 8. CAN2w311 iholl ba Gn wa11e and pr ilitione .which aid,'ta receive tiles, eppl r a. eoretoh, Poet of oement itorter. lee,'ring eurteoe -ple*b and .true, ready f!ar .tile setter# $ "pieeter. onrntee in. living: room. men 0 INC) ; .` 1 patching of piaeteP. wore required 'after other orafts finished theist work smote' be (tone by. the plaeterer ' in' a very neat manner, • leaiin.g neither isrece creekes no stains , et fitly . point* 831/004 voa P RN AH flO Olean and wet ell masonry, walla bef ore proceeding - :wit e u e o d ' axtezrior et shall be "oorziposed -of an oppreved ,quasi y h grade lisle, Portland•Cament.' end sharp (reek water vends 9tucoe. tQ be: mixed in tight *lean, boisee Th, ittico work ''ehall .be applied in too Coate; the .firet;eoa o f mix shall be aompoeed,,. of, ogre. pert 2ortlend Qe +ent, to :twe parte of -` ean& to-'.'which‘ 1O s hydrated. lime#, . ae : been • added.' Thie Cont,'ehall be • a pplie&direetly to -the aeonry "ensi other well eurfaoea "filling out . a. ho oar places, brought to' a.:enifor plane. and aoralteItad- to yea p (mire tieoond coats The, geoopd, or P i n t h : Coat o- - 'eha- l be v tthaut, inoe butbeving an approved- waterproofing ooaapo end fixed according to the, manufaoturer 's •dieaotione. NI .s a TIM O If 00R 1 Nx SCOPE Off` vR Uwtor ,.this- heading are: inoluded :ally tile work and ,floo ?niahei • other than, wood.' eellaenb, linoleum end, nsphelt`_tile, and inolude; ront.` *tope ` and stoop. ► Tile: tbraogi - flO4 'f Y esa12io• Bathroom wainaoote Glazed Tile. '$ tehen . draiinboard, - book a itt sides Glazed :Tile* All Window ei1le 0-Clloged .1 139roh.•lgti.r T s All 1a4e4 the .shell; b9 andertl grade, oo1or eole3tod by Owner. be .brought to Job in: °Plainer sealed eokageo; all V .. the ohell be' installed, by ekillec itecha►nice thoroughly Competent to execute :. the York. All tike cut bn` Job *hall : be_ streight 'and ° unitorrr shan be grouted: end pointed with proper . grouting - arid= after: painted, ell Surfadee,eheil be; thnrougltl r oleiried In ecoQtdence wi,m s g ood practice.' _ s lox OA in Tit • fi cabinit i with, fl ip o snit the Owner.. iiaoh 42010011- .. • r . NIB. ' a 14 e e ec an at made b • IAN' BLIND g oUTDBS •� : .at each windo*s a set reoaet ire ee • lite), o f .Venetian 834n A reoeeee ?LUM • ,: 'fi tp OFIt Op` .'MCR ., xt is the 'intent of t eses epeeiFiQetlone to provide 777. cOmple a and perfect oyetesm_`o . dteinegek ' v'entf»g r :.0 0l.d .. sete supply, and Ina identel - t ; A Ooe and eff ietent ; p1uMblpg. neteli atter and' Water connections to heating: plants This :caftroctor -ahail be held etriot1y, reeponeible- for the .quality ot= tezriels f tr irked and for_ the- Ptopev inetallatlon ot,.the eititem . ehe1 con! for - `,to . the rules end regi 1atlone of. the plurbing dosser (HQrth H ..nisi )o P u MIT8 AHD OO CTYON 0 The. ` .builder aha1l obtain ell:, necessary per* • m e`.,ond ". or .1 carne :He ehall p royide mater' froze :, the!' beginning of the operet lone . He- shah exaa4ste, for :a11" pipes and baaki'iil . ab oo pletion, redo r ng ail Oases,. dirt■: • t - t ROB . 2nt root are.aa ahal1 be, first c*Teued °vi�th O loafing • elf: 0he11 ° be :oppiaed. to hale$ at ,suet 06 horiaont:ah and vert.ieral: lap, with vertical J olnta. : • stagge ° and nailed 'With. head � Popper roofing na )/e1t,.on ridges' oiia 1 .1a at .eo�it ` 2 both woYe.S i ollom .w# . - teat . aaabbed in; with pl ab. ,1 r. oQl ere e eh wn ee having #ie d�hall be Hovered. with W)1,ite .e ;ever ;t tba�r>•al tiles AU, tile to be :eet.:ini:4ement srortarx end.. <any' furth®i' onner • 0o *On i•1eoti0e: to ineUra� a pax enertt; rQaf No bads br okceri t .la will be a¢c'epte�i end ail- roe duet be pro down . end oldaned oi' arty or. tar or otii v,,debrle €nd .sett ;in goad oondition,' • • All fleshing, ieileye"..eto., .to be in ld oz, odpper� 0 a le } .afriise :on a1I sheathi:ng..yurnieh :drip ;stripy. in oopper. A,: Other sheet taeta.11 • woric ee' ehowt ,; #12 gas Tortoa galy. aron if coppers ie not - "evadable.' A'! SPEOI' .CATIONS YOH : 1 . do mR,0 J0 8 O NTwaL I_ASt3.... OiW3 3 1 A21 rseo tox pluobi�?g`�Rhail b zoo O is l 0: e, she 1V also inettuot`', other,. trader as to th h 1 mating* of , chases and 8 a�, -o eaponsibla f4P their proper lgaation, GU AR 'rB. «► ?h a builder Olson furnish a wgi tan. "'guarantee ' and cake Qwner any d of eot s in an . . workmanship which may . s ge ve o] r he ooa r pletio and.' acceptance of. the_ develop ,l!ti.�.�i.l'� one' year of to � � 5 PIP .�: All cold and: hot water' lines to be 4oppet.`- tubing• I�LVI 3 .. Al ' l ,iralyea shell be Crane or f Jenkins polish$ brass, gal an ° t�a11,` ei26 of the pipe they:4ontro1. I '"""`r BX DBI 11_,.182213: � 111_,.182213: �.. Beall. nd : column of fixtures shell he1e indepeent .' """" r bot' riser o t. and cold water. .� .. • .. ' • Cd OL:1i1 I,VP3 .., Approved etop,:valiree to .Natal fittings, ahali� be g . o r ed : on Oth hot. and- cold water supplies .beneath; eaol :Mature. POSE CCC y . provide :two hose 0°010 where ehown.. Ala 011R; ,» Air ohambera shall be � placed: on hot and cold rater DP nv �i1A�; SUP L 0onheot . hot water supply to tan 1 end to. ail B rea except we ex elosete, and hose; bibe* 8B px TAB eepptio tank *hall be furnished` and inetalled Where' shown, or ireoted =; end' shah] have a oepaoity -'of at least 700 gallons. Laterals of at least 100. ft.- in total length Dhoti: be installed in tren where 4' of broken stone ' hoe been placed. PLUMBIN YIX�T1'R s. • ]Provide all, fixturee neceeeary as per following- en are opan my Schedule or e.ual. S �NAR�A PI ORES 8 w< < OP _ MATH.: (iH ;TIA) Tub., Al Shower r ,PMT / ?7 17 • 118 . - 13.293; tri ss l 0 d f0" 'butter pembroke Aoid, Resisting 1)0th •piyertere out tit and ahouer fitting' Pop up dra stout fitting - 'os ourtain ; . rode with pine, lees ou'tain P.►107.8T 24. x 20* Roxbury vi Qhlne Lavator no* 48 Petal leg$ and towel bore 13,708 Combination supply and pop..'}p drain fitting P.•8 O -, 3/8d: euppliee with etope 1.1/4! 0.1 17 ga. ° 'fi e `'trap* enatel iron` r04 ?.2100 Cede Tltreoue chute close nl7 t ooinatiori, supply to- + +tope Church Hoc a1 d 4Q Plato olored.eoat riith . and 4 oYer. Kitchen Oink' (*hits i Two. oomparta4ent, ' ,A,R. 8` . .R. Z..89?: :: siding spout fauoe . B.989 Double sink etreiners 1•i /2" 0.2..17 ga.. Lowe peuaets t - .1671 3/4'' Rough N.P. lawn faucets.. w here shown an plane. WA?B$A� N V T NG . at�all • a complete 3Q` gerl. oleo. automati0 *ate*. 00 T I: n eater : eye ere. Insulate hot water supply lino to bath. three butt .ed ,ao, epaoe: heeteee SPACE K4A� . provide and inetell where, shown on plan: s H1.8GT W N k St3O 0 ' Wt • It ie the intent of these epe9ificati tOrperav eo ide or a pp and perfeob eyeteze: of .eleotrio wiringe - ginning work* eleotatia. contractor: shall subcit ; to,t the Areb�,taot a Complete layout in duplicate" with the stamp of approver of` the nor on o the .eye Ida ' Porter & tight Co. , The pex h 6et bu i ldev . i eha�i l pox i`ox ouaranteed by thle builder* ? onnectione end inepeotiof feces . He shall compl hi e ll 400ex , , ordinances end with all rules aria . ,regulatiQr%ai o f of Sire Y underrriters., • ca, ' Contractor. ebaix g$ uarantee the installation and mako e 3r defects dere1oping wit'nin one ygar of acoeptanae of the wq raise p Contreotor ehall 000perote with ell Other trades' work without t damage to others TT Nu A.ND RBPAIRIN -me . 'e eotri a1 ¢ontraotor- 01193.x do: ell eut K. en ripe ng; o hi;e own .work at his own eipenee and : shalt `. : ovo jd all urine ea$ery: cutting. vxa c000 ax" be brought trot .the Power, COPp ny, near's' ec e x of po n Q l.noatio n" Indicated on plans• - • w X1 Wiring throughout elna11 be In approved, steel pipe 9 11 bey »etailed behind plaster of welle.and in Q r • 't141 ,A-11 mater -ial. weed r" euQh as , wiree, outlet boxee, ;pane a e .. eta. ehali � be oi` the , late�et: dean n nd reepeGtiye kinds.. a the beat Qt their Sw "Citt8 ,. All .wall ' ewttohee shall be tumbler type with emooth l 4..P eer,` except: in kitchen and baths, where .they eh l By a 1.be p oxiehed a ohfome .,on braes* :Install gang ewitah where , indicated ort PT LE , Pronxda end, i-netail_ where. ehown d rawings, ,duplex u9 reoe tao1ee, !i #h bakelite plate@ and chroxe um: ` ateo. as sp eoified or -wall. switoltee - Ii C DE o tone set of chimes) shod hey. metalled where die °tea uttona it kitchen and front door* or r , Ho • Telephone outlet" arnwn on drew1 a Coneult Ow, ncr ae to axes ooat►i,gn dun t ondui$ " trom " outlets o exterior o/7 building Cl` _ H TING! o • Conaiult h Plumber for ail } conneotione tc Ovate . _ rig iy!e em. a cooperate with hid irk . eirer ` �reaeot . I Consult Owner• ;betaro beginn$ng !tiling inetnkjatiot n ae, t. *op on-: of- outlets►... . 1 ')i ?4T. G a. $ P 0 painting contractor: hall, ae part:, of" con. I , $ ► "urn_ g .all mater.ialr, labor tool o - .. � �!, e afta�de � end .: ether; .; applianeea required to properly ezeoute. and. complete t}ie` wo'k aoa.. .o ;direr to the:piene end:theee apeoiti4atignar Ail` mater ais used shall' be: esnutaotured by aierwiri - Pair Pupont,'. Or equal Mater , als...shall- be,;deli*Ored at; buildin In the original " aontairiere, with lebele, intact and +deals unbboken.: Al l tinting' and Mixing: required +shall,- be done-, On premieeu and' no rya #e.xtaxs`:: are to be reduced "or' changed, elteeptCacy epealfi.ed by log.. ufaoturer' of . said 'materie e# Vie Giiner . ie to epp'oxe 'all co]ore be4 fore_ applloat on of the' `r •w43R All pork. s h a lt ba' done e k iled :meohonioa in a work. mon a' manner o eucoedding ovate ahali. be applied` untllti that preceeding cat le thoroughly dry..,- All . negesaar utty�in y p g naxea, oraoket open Jolnpi and' defeats. ehelh be . done .after -the priming coat_ is dr g • 3rr ; and; tore thy► eseond . o.:oat is eppxieds. pt tty le , t6. be a pure, linseed oil;, a ,min mn i amount of, whiting a dd white; -lead putty, t to match the i fed t xnish coat PR(Yt'C�o2 This; CQntraotog ehall. roteot t p he wark;oP alb other .L�radee. 'against damage or , induxy. by his employees , # or. by ;ale,. tools,' o uten.ile used In onq : d , eatio» filth e . water . hie v`antr at I . tau°• B Iii I Q" + All exterior painting of Y Qodn`Qrk. metal and:` e ee a al cone et, off` a pprim. . eoat and two additional ooate o -;= lead and; oil paint applied: es per ma? ufectuLap'e ` stiredtione: and colored, so: o euib Owner. ` The :paint, us 114311 ha11 bo, sultabig, . f, or t lae eurtaee to oXded.r o Q c t. u : ?Oub.contraotor' and i�o! de ' Yie (finer .�i:th' wrjttF3n'o-tw'tamaant guexonteo ngg ell nateria1e, .ec u1prient ends- - kaan. ehi ein� defeot `Qf one Yeay. r: -DAY tic tilts . c' C'f?,,A C GlZavtlt� o AQ C) s. s. cz. 4 3s ° 1'' p .t71z1P .. • Z top ri- k e:.•• . t Al . to' 12 V 5 u u. • = /g:" 4 s ` -r o =- c "Got -S 4 :. �At' Sctita.° Je•+l=c or ►t1>S� Prig IgoR`c•. - e.to' T' Jo Sist" /. 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