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ROOFING
BUILDING ELECTRICAL PLUMBING ROOFING CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA ❑ DATE 195 ❑ PERMIT N° 6972 Contractor's License No. ❑ Work to be performed under this Permit Owner of , Building Architect Contractor or Builder ` F il'' ^ { Legal Lot Description 1 Bl Address of C' Building F `. , . . - Subdi- vision Value of 11 Amount of Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. INSPECTOR - In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ate 1 4-2 - 7-91 Job Address 3 5 6 0 • CI 0 5 t Tax Folio 11 !or0‘ /3 !{S® egal Description W / 6 4' E 16 '1 L 7n Sal wner / Lessee / Tenant V A rm c F Pnx LA\ ;--) Lt In Master Permit # fgeo wner'e Address (.� C7 4J •L- q ` S-.\- Phone 1 ' 5 - 0 1 ontracting Co. a A l i ' J A d {r•AI ( ' . n cA . SANG Address � . 5 / i v 1 . 0 4 9 S 1 J ualifier (_Ar /aS Arod O SS# , Phone - 26/ - 4 3k tate Uf CMSf 6'2 ? Municipal #.06 49 Competency 0 /1 kA 9 Ina.Co. rchitect /Engineer Address • onding Company Address ortgagor ermit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAPAVING PENCE SIGP ORR DESCRIPTION T -° 0 coo -\-n X,)oo d-e-cL t i— tr' cq 30 lb t Yno on 1n,4 n 0 G.sp ka c&3. S`c.� e. r n s l t r'�� - � l eon . ck,r4 A \3 a\ k•e.1 vie. -c s cu r, " — (1.. 1 P ah@ o c' ■ V •c quare Pt. 9 C,, Estimated Cost(value) . 11 \ R DO- DO ARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO D( O MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENT O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU] OTICE OF COMMENCEMENT). pplication is hereby made to obtain a permit to do work and installation as indicated above, an n the attached addendum (if applicable). I certify that all work will be performed to meet th tandards of all laws regulating construction in this jurisdiction. I understand that separat ermits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. WNER'S AF DAVIT: I certify that all the foregoing information is accurate and that all work wil e done n compliance with all applicable laws regulating construction and zoning. Furthermore, contra tor to do the work stated. ignature of owner and /or Condo President ate: Ai-a otary as to er a y Commission Expire PPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Mechanical 44W eI MARYLOU HERNANDEZ MY COMMISSION # AA 714214 EXPIRES: October 10, 1993 ; '' Bonded Thru Notary Public Underwriters Plumbing Address r S ignature of Contractor or Owner - Builder Date: — 7 -4? 3 Ynfi Notary as to �n My Commission ExS, MARYLOU HERN AN OEZ MY COMMISSION # AA 714214 EXPIRES: October 10, 1993 * * * ' Bonded Notary Puc Unda EBS : PERMIT ?°' RADON C.C.F. 16 f 6 NOTARY TOTAL DUB � � + 00 Other Electrical Engineering Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. (Tuner's Name and Address STATE OF'FLORIDA, COUNTY OF DADE. ss Disapproved Date- •• ( Signed) Building Inspector (MOAMO SH BUILDING INSPECTION DEPARTMENT APPLICATION FOR UOLD NS PERMIT V /AJc AIT P4vLioAJ Remarks (Signed). r. 7e ES VOL1L °,SE Date No Registered Architect and /or Engineer /^ Name and address of licensed contractor C AIW VTLL AF/vg- -- a, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3 0 l v t . q 2 -57 State work to be done and purpose of building (by floors) RE--/e00F a7 E-) 1 l 4 l -Ta k//fTE Sff /NECE TILE and for no other purpose. New Building Remodeling Addition Repairs l No. of Stories / To be constructed of Kind of foundation Roof Covering sif/ t 7 /1- Estimated Total cost of improvements $ c / o a , o o Amount of Permit $ L✓ a Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontract' on work to be erformed nder t ' permit, as are licensed by Miami Shores Village. 6 - .7e 3,'o 30.E N w 7L.....5r.•. &i l Street NE 72 ST Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared --- - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ?<7Z- S Date � Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PL '' ING BOARD DATE Chairman Member r Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. t 11( k ( et4 Manufacturers of Engineered Roof Trusses 9500 N.W. 79th Ave. - Hialeah Gardens. FI. 33016 ""```.1'' 822-0020/21 BUILDER'S NAME ARENAS CONSTRUTION OWNER SITE LEGAL PERMIT# McCLOSKEY RESIDENCE 350 NORTH EAST 92 STREET MIAMI SHORES, FLORIDA = = =« «ACES -32 Vr.r. . 1 . 1 »» C►►s I r►mpr : ARENAS- MC- CT,OSKEY Prnjt,rcl #: 589 Spin : 1H -8 == Rlt1(7/Y..7.1149RI,v1.1 1- 7 = -413h 7 -1= -'1484 1 -4= -3887 4- 5 = -1887 5- h = -1984 h- 7 = -411h PROVT0R FOR PROVTOR FOR PROVTRR FOR PLATR OFFSRI'S r ii 2X3 WE GEE 3 -8 -4 L. HT, TO PK:7 -7 LEFT HEIGHT:0-6 -3 LOADING (PSF) T, Tl TOP '4O 15 BOTT O 1O 1 -8= 3667 8 -4= 1667 9 -10= 1671 19 -11= 1671 11 -17= 1667 12-1= 1667 1104 LRS UPLIFT AT JOINT 1 (0.5 1104 LRS UPLIFT AT JOINT 1 (11.5 71 LRS RORT7,. RRACTTON AT JOINT (T =LRFT,Y =TOP(.[j10 =4,71, 3 -8 -4 , 7•- : 3-8-4 3 -3 -12 -'M 19 R -A n a: ii _ _ - p,Lt s 's iVA •r —X J _ _ 5a � — S FORCRS - LOAD CASR ;1 SPAN:1H -H 7. -17= h7 7 -11= h 1 -11= 870 1 -10= '360 4- 10 = -477 5 -10= 1611 1X4 ,9-4 11 -c [ 008668 ] Truss TD : HG7 Qi:+nI i l y : 1 ,11-8 2 -4 5 -9= 870 h -9= h h -R= 67 1 1 3X4 t( 1i s l F I `'�•. i I r' AVO 1 4- 11 - 1 2 3-R-12 -51x3 0 a atP 8 5X8 4X4 II X-4 1 4-1 1 -i2 1v -8 - _ -i -J — tl < «<ROYAT,- TRTTSS »» Fri M:► v 7 12:29:19 1 999 F i m i l y # _ 314 Top Pilch : 5/17 RRACTTONS - STUR 1 = -7048 8.00 7 = -7048 8.00 i I _ i -, MIAS F. FLAMER P.E. 14801 S.W. 89 AVENUE - MIAMI, FL 331 76 -8030 305- 233 -1664 i - - STRUCTURAL ENGINEER FLORIDA REGISTER 0111 "^ v ; X WEDGE _ R. HT, TO PK :7-7 RISE :3-5 -3 RTGHT HEIGHT:() -6-3 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2 -1=0.616 TOP CHORD:2X4 Nn.2ND 19 SP ROTT 9- 10 =O.7HH ROT CHORD:2X4 Nn.2ND 19 SP T,T,.DEFT,.(a1O =0.14 < T, /360 WFRS :)X4 Nr►.'i 19 SP SPACTNG : 24.0 i n . r►. r.. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOA9TNG STRRSS TNCRRASR LOADING PANRL(PLF) / JOINTS(LRS) LRNRRR PLATR ¶YPR 1 1.11 1.11 WHIM 1- 1= 90 1- 5= 701 5- 7= 911 7- 9= 70 9 -11= 45 11- 1= 70 CONCRNTRATRR 4= 787 11= 787 TRNSS CRRCKRO FOR 110 NPR 0TN0 RNCL.RLOG.,MALL RGT. 10 FT,RLRC. CAT. T,RIP. CAT. C,10(5 +5) PSF 0L,1.75 NT FROM OCRANLTNR(ASCR7 -91). PLATRS ARR NITRE( 1120-249 ,200 NANUFACTURRO FROM ASTU A 446 GRD A GALVANTZRO STRRLIRICRPT AS SHOWMI PCATR MUST RR TNSTALLRO ON RA. FACR OF JOINT SYMURTRTCALLY({R%CRPT AS SHOWNIORSTGN CONFORMS 171NOS'ORSTGN SPRCS SSRC ANST /TPT -94 TRH ORSTGU IS FOR TRUSS FARRTCATTON ONLY.FOR PRRHANRNT AND TRNPORARY RRACtNGIWRTCR TS ALWAYS RRQOICONSULT BLDG ARCRTTRC4' OR RNGTNRRR. FIDIAS F. FLAQUER P.E. 14801 S.W. 89 AVENUE MIAMI, FL 33176 -8030 3 05- 233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #2307^ ___««ACES -32 Vpr _ 1.1>>» Cull rrmpr : ARENAS- MC- CT,OSKEY Prrr j Nr: i #: 589 Span : 7 - ==111i1(1/77/1998) ,v1.1 FOR(rR - GRAVITY LOADS 1 -7= 0 1 -1= 0 7-1= () PROVTAR FOR 145 LAS UPLIFT AT JOINT 1 0.41)1 PROVTAR FOR 7.97 LAS UPLIFT AT JOINT 7. 11.011 PROVTOR FOR 754 LAS RORT7. RRACTTOU AT 1 r f ' L. HT. TO PK:7 -7 LEFT HETGHT:0 -6 -3 LOADING ( PSF L 1'S TOP 3() 15 ROTT O 10 SPAN : 7 -1) Tr'll5ti TT) T7 Quart! i l y : 4 7 -0 7 -0 MAX STRESSES TOP 1-2=0.985 ROTT 3-1=0.211 r L . DEFT, _ < T, /'Th() [ 008669 � RRACTTONS - SUR 1 = -359 R.00 1 =-h5 4.00 2= -791 1.511 t. «<ROYAT,- TRTTSS i >» Fri May 7 12:30: 32 1999 Family # : 71)5 Top Pilch : 5/12 F1DIAS F. FLAME 1 P.E. 14801 S.W. 89 AVENUE MIAMI, FL 33176 -8030 305 -233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #2307 RTSE:1 -5 -3 RTGHT HETGHT:3 -5 -3 MTNTMTTM GRADE OF T,TTMRER TOP CHORD:2X4 Nn.2ND 19 SP ROT CHORD :2X4 Nr► _ )NT) 19 SP WERS :2X4 Nrr _ 1 19 SP SPACING : 24 _ O i n _ o. e. STR _ INC _ : LIMB = 1 _ 33 PLATE = 1 _ •i3 REPETTTTVE STRESSES USED NO_ OF MEMRFRS = 1 TRUSS CARCRRD FOR 1111 NPR WINO RNCL.RLOG. HALL HT. 10 FT RLAG. CAT. T RYP. CAT. C,10(5+5) PSF 111,1.75 NT FROM OCRAALTOR(ASCR7 -9'1). PLATRS ARR 11TTRR 1170- 749.'1.110 HANIIFACTURRO FROM ASTU A 44h GRA A GALVANIZED STRRL(RY RPT AS S11O11N1 PLATE NIIST RR Tt1STALLRA ON RA. FACR OF JOINT SYNURTRTCALLY(RYCRPT AS SAOWUIDRSTGN CONFORMS W NAS'ARSTGU SPRCS. SSRC ANSI /TPT -95 TIM DAMN IS FOR TRUSS FABRICATION ONLY.FOR PRRNANRUT ANTI TEMPORARY RRACING(WATCR IS ALWAYS RRQDICONSIILT RE1G ARCHTTRCh' OR RNGTNRRR. ===<<<<AC1,S-12 VP.T _ 1 _ 1 >>>> ARENAS-MC-CLOSKEY Projp.c1 #: 589 Spa n : 5-0 ==R1i1(1/22/14911) , v1.1 PORCH - GRAVITY LOADS 1-2= 0 1-1: 0 2-1= 0 PROVIAR FOR 96 LBS UPLIFT AT JOINT 1 10.19) PROVTAR FOR 210 LAS UPLIFT AT JOINT 211.011 PROUD'? FOR 185 LRS RUIZ. INACTION AT 'JOINT 1 L. HL TO PK:5-5 LEFT HEIGHT:0-6-1 LOADTNG (PSF T, TOP 30 15 BOTT 0 10 SPAN:5-0 " 5-0 Q di MAX STRESSES TOP 1-2=0.488 ROTT 1-1=0.101 LL_DEFL. < L/160 [ 0 08670 Truss TD Quanli1y MUMS - SUR 1=-244 8.00 1=-45 4.00 2=-701 1.50 ,T5 :4 ««ROYAL-TRUSS>>» Fri May 7 12:11:28 1999 Family # : 205 Tnp Pilch : 5/12 MIAs F.- FLAME P.E. - 1001 6,W. 89 AVENUE MIAMI, PL 33176-8030 M3-233-1664 s-ffiLICTuRAL ENGINEER FLORIDA REGISTER #23n-m RISE:2-7-1 RIGHT HETGHT:2-7-3 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No_2ND 19 SP BOT CHORD:2X4 Nn.2ND 14 SP WEBS :2X4 Nn 19 SP SPACING 24_0 in n. c. STR INC. : LIMB = 1 PLATE = 1_11 RF,PETTTIVE STRESSES USED NO. OF MF,MBF,RS = 1 TRUSS CURCRRD FOR 11011PIIIIIND. RNCL.ALDG.11ALL MT. 10 FT ,111.11G. CAT. TRTP. CAT. C101i+S) PSF O1,1.25 NI FROM OCRAIILINR(ASCR7-411. PLATRS ARR NITRIL N20-7.49.700 HANUFACTIIRRI1FRON ASTLI A 446 4R1( A GALVANIZRD STRRLIRICRPT AS SHOWN PLATR NIIST RR HISTALLRII ON RA. FACR OF JORITSYNIIRTRICALLYIRTCRPT AS SH0111RSIG1 CONFORMS VINDS'ORSIGN SPRCS. SSRC,ANST/TPI-Ni TilIS DRSTRN IS FOR TRUSS FABRICATION ONLY.FOR PRRNANENT AND TRNPORARY RRACINGUIRTCR is ALWAY RRQ11)CONSULT ROG ARCRTTRCT OR RIININRRR. = = =« «ACES -'i2 V - r _ 1 . 1 »» C11SI nrrrr,r : ARENAS- MC- CT,OSKEY PrnjNvl #: 589 S r:a n : 3-0 = =R1 (11'1.1119981.v1.1 FOR(`,R'S - C,RAVITY LOANS 1 -1= O 1 -1= Il 7 -1= N PROVTOR FOR 47 LRS IIPT.TFT AT JOINT 1 10.141 PROVIDE FOR 114 LRS IIPT,TFT AT JOINT 7 11.041 PROVIOR FOR 116 LRS RORT7. REACTION AT'JOINt 1 L. HT, TO PK : 'i -'i LEFT HEIGHT:0-6 -1 LOADING (PSF L it TOP 3(1 1 ROTT O lO fi SPAN:'i -O MAX STRESSES TOP 1 -2 =0 -165 ROTT 1-1=0.034 T,T, . DEFT, - < T, /'i6() [ (u1R6 1 Truss TD _ T'i Qrranl i 1 y : 4 v S —:: REACTIONS - ST1,R 1 = -139 8.110 i = -7S 4.00 7= -113 1.50 « «ROYAT,- TRHSS > >» Fri May 7 12:17.:17 1999 Family k : 2()5 Tnp Pi 1 rth : 5/12 MI.AS F FLAW R P.E. 14001 S.W. 89 AVENUE MIAMI, FL 33176 -8030 305- 233 -1664 STRUCTURAL ENGINEER FL©F1IDA REGISTER #2307n RTSR:1 -9 -1 RTGHT HETGHT:1 -9 -3 MTNTMTIM GRADE OF T,TTMRER TOP CHORD :.7.X4 Nn _ ').Nil 19 SP ROT CHORD : 2X4 Nr► _ 2ND 19 SP WEBS :2X4 Nn _ 'i 19 SP SPACING : 74_() in_ r►_ v_ STR _ INC, _ : T,TTMR = 1 _ 'i'i PT,ATE = 1 _ 'i'i REPETTTTVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CORCIRD FOR 110 NPR UM, RNCL.RLOG..NAL(. OGT. 11) FT RLNG. CAT. T RIP. CAT. C 10)4 +51 PSI? NL 1.l.4 NT FROM OCRANLTNR(ASCR1 -91). PLATES ARR NITER V0- 7.49.700 NANUFACTIIRRN PROM ASTN A 446 �;RN A C,ALVANTLRN STRRLIRICRPt AS'SNOIIN) PLATE MIST RR TUSTALLRO bN RA. FACR OF JOTNT SYNNRTRTCALLYIRYCRPT AS SROONINRSTGN CONFORMS M!NNS ORSTGN SPRCS SSRC.ANST!TPT -94 TOTS ORSTGN IS FOR TRIISS FABRICATION ONLY.FOR PRRNANRNT AO TEMPORARY RRACING(MIITCO TS ALOAYC RRONICONSIILT BLDG ARCETTRCt OR RUGTURRR. = = =« «ACES -12 Vr- r . 1_1>>>> C us 1 nmp.r : ARENAS- MC- C;LOSKEY PrnjfnI #: 5H9 Spin : 1-0 == R1`I(7 /'l.1/199R .v1.1 FORMS - GRAVITY LOADS 1 -7= O 1 -1= (i 1. -'1= I) PROVIDE FOR 44 LRS UPLIFT AT 1OTNT 1 11.911 PROVIDE FOR 47 LRS RORT7. RRACTION AT'JOTN9' 1 L. HT, TO PK : 1 -1 LEFT IGHT : 0 -(i -'S LOADING (PSFI) T. TOP 'iO 1 ROTT O 10 r SPAN:1 -1) [ unR(72 > o — 1 Truss TT) _ Ti Qnani ily : 4 —11.4 MAX STRESSES TOP 1- 2= 0_011 ROTT 1-1=0_002 LT,_TIEFT,_ < T, /160 RRACTTONNS - STZR 1 = -79 R.110 1 = -4 4.(10 7= -71 1.50 IMI te irga mesa « «ROYAL- TRTTSS > »> Fri Miy 7 12:12:5 1999 Fmmi 1 V # _20 Top Pilch : 5/12 vq/ ' r iU1AS F. i P.E. 14801 S.W. 89 AVENUE MIAMI, FL 33176 -8030 305 -233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #23O'r RTSE:0 -11 -1 RIGHT HEIGHT:0 -11 -1 MINIMUM (TRADE OF LUMBER TOP CHORD :2X4 Nn _ 2N1) 19 SP ROT CHORD :2X4 Nn _ 2N1) 19 SP WEBS :2X4 Nn _ 'i 19 SP SPACING : 24_0 in n. c_ STR _ INC _ : T,TTMB = 1 .13 PT,ATR = 1 _ 'fl RFPFTTTTVE STRESSES TTSFT) NO. OF MEMBERS = 1 TRUSS CRRCKRO FOR 110 NPR NTNII RIICL.RLDG. HALL RG9'. 1O FT.RLAf,. CAT. 1 RY.P. CAT. C 1014 +41 PSF DL ,1.7.5 NT FROM OCRANI.TNR(ASCR7 -91). PLATRS ARE MTTRK M70-749,700 NdRI1FACTURRII FROM AS1'14 A 44h GRO A GALVANIZED S1'RRLIRYI;RPt 45'5110001 PLATR MUST RR INSTALLED ON RA. FACR OF JOINT SYNNRTRTCALLY(RYCRPT AS SHOWN OR51Gf1 CONFORMS WINDS ORST(,1T SPRCS SSRC AUST TPT -95 THIS DESIGN 1S FOR TRUSS FARRTCATION ONLY.FOR PRRMANRNT AND TRMPORARY RRACTNG(WUTCR IS ALWAYS RR0D)C011SIIM' BLDG ARCHITECT OR RUGTNRRR. = = =« «ACES -32 Vf-.r. 1.1>i» C,ns I nmNr : ARENAS- MC;- CT,OSKEY Pr•nj -c1 #: 5H9 SUMrI 9- 10 -13 = =R 1 1 711'1.11948 I . v 1.1 FOR(% - LOAD CASR 11 1- 1 = -916 4 -5= 417 7-5= 114 7 -1= 1) 5 -1= 417 7 -4= -971 1 -4= -197 FROVTOR FOR 501 LRS UPLIFT AT JOTNT 1 11.00 PROVTAR FOR 719 FRS UPLIFT AT JOINT 4 (0.91 PROVTOR FOR 25h LRS RORTZ. RRACTION AT JOTN9' 1 4-11-7 9-10-13 'HMS F. FLAQIth P.E. 1 ` - � 4 - - - I 14801 S.W. 89 AVENUE MIAMI, FL 33176 -8030 305 - 233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #23o7 HT, TO PK : 10 -'4 -14 LEFT HETGHT:0 -6 -1 LOATITNG (PSF ) T, T) TOP 30 15 ROTT 0 10 LOADING STRRSS TNCRRASR LOAOTNG LI(NRRR PLATE TYPE 1 1.11 1.11 NNTFORN [ 00Hh7•i Truss TD QnMni i 1 y RRACTTONS - ST7.R 1 = -501 8.110 4 = -806 4.011 1X4 SPAN:9- 10 -13 MAX STRESSES TOP 2-3=0.H48 ROTT 4-5=0.383 T,T, _ (EFT. _ (a5 =(1.02 < L /'ihO REPETITIVE, STRESSES NOT USED PANRL(PT,F1 / JOTNTS(LRS) 1 - 2= 54 7 'T= 165 4 5= 17 C:.T 7 2 I u 9 -10 -13 4-11-7 5- 1= 11 « «ROVAT.- TRHSS »» Fri MMy 7 12:33:'4h 1999 Family k : 201 Top Pilch : 3.535/12 - i f -6 4Y i8 a rda 3X4 RISE: 3-5-3 RIGHT HETGHT:3-5 -3 MINIMUM GRADE OF T.TTMRER TOP CHORD :2X4 Nn _ 2NT) 19 SP ROT CHORD :2X4 Nn _ 2NTI 19 SP WEBS :2X4 Nn_'i 19 SP SPACTNG : 24.0 in_ n_ c. NO. OF MEMBERS = 1 RIGHT RNR VRRTTCAT, TS NOT RIPOSR). TRUSS CRRCHO FOR 110 NPR WINO RNCL.RLRG .RACE RGT. 10 FT RLOG. CAT. T RIP. CAT. C,1015+51 PSF 84.1.2.5 MI FROM OCRANLTNRIASCP7 -91). PLATRS ARR MTTRI U70-749,200 NANIIFACTORRO FROM ASTM A 446 (IRO A GALVANIZE) STRRL(RICRP1' AS'SROWNI PLATR MOST RR TNSTALLRO ON RA. PACR OF JOINT SVHRTRTCALLY(RICRPT AS SROWN ORST1 CONFORMS W /NfS'ORSTGN SPRCS. SSRC ANSI /TPT -95 TRTS HUGH IS FOR TRUSS FARRTCATTON ONLV.FOR PRRMANRNT AN11 TRNPORARV RRACTNG(WRTCR TS ALWAYS RRQO)CONSIILT RLISG ARC$TTRC4' OR RNGTNRRR. = = =« ACES -'-) Vr-.r. 1 . 1» ' Cn`1 niri r : ARENAS- MC- CT,OSKEY PrnjfvI #: 589 Span : 18-6 _ = RIl(1(77I19 FORGES - GRAVITY LOADS 1 -7= -1463 5 -6= 1399 7- 6 = -348 7-3= -1164 6 -1= 1399 1 -6= 483 3- 4 = -11h5 4 -6= -348 4 -4= -1463 PROVTDR FOR 437 LRS UPLIFT AT JOINT 1 10.44 PROVTDR FOR 417. LRS UPLIFT AT JOINT 5 (0.44) PROVTDR FOR 77 LRS RORT7. RRACTTON AT 10TNT 1 PLATR OFFSRTS (I= LRFT,Y= 1 4,7], I -• r 4 -7 -15 , 17 41.5 2f x 6 WEDGE L. HT, TO PK: 10 -0 -4 LEFT FTETGHT:0 -6 -3 LOADING (PSF 1 L' 1`) TOP 'iO 15 ROTT 0 1() 9-3 ! •J 9 -3 SPAN :1H -6 008674 Truss TD : T1 nn:+n l i l y : 4 AVA ra RRACTTONS - ST7R 1 = -981 8.00 4= -981 8.00 a - ( a 4-7-1 4 -7 -i 1X4 4 MAX STRESSES TOP 1 -2=0.485 ROTT 6- 1= ().6Th T,T,.DEFT,.@6 =0.05 < L/160 -0 n r «« OYAL- TRTTSSiiii Fri May 7 12:17:32 1 999 Fm m i 1 v db : 103 Top Pilch : 5/12 1 d•. r 4 -7 -15 2X3 WEDGE MINIMUM GRADE OF T,TTMRER TOP CHORD:2X4 Nn.2ND 19 SP ROT CHORD :7.X4 Nn _ 2ND 19 SP WEBS :2X4 Nn.'i 19 SP T,TTMR = 1 . 1 1 PLATE = 1 . 'i'i SPACING : 24.0 i n . o. (.. REPETTTTVE STRESSES USED NO. OF MEMBERS = 1 FIDIAS F. FLAQUER P.E. 1 14801 S.W. 89 AVENUE MIAMI, FL 3 3176 -8030 305 - 233 -1664 STRUCTURAL ENGINEER FLORIDA REGISTER #21n "6 �C R. HT. TO PK : 10 -0 -4 RTSE:4 -4 -7 RTGHT HEIGHT:0 -6 -3 TRUSS PARCRRA FOR 1111 MPR WIND RNCL.RLDG OAT.L RGT. 10 FT.RLDG. CAT. 1 RIP. CAT. C,101451 PSF OT, 1.'24 HI FROM OCRANLTNR(ASCR7 -911. PLATRS ARR MURK 1170 -749 700 MhNIIFACTURRR FROM AST A 446 4RD A GALVANThRD STRRL(RICRP9' WHOM PLATR MUST RR TNST LLRD ON RA. FACR OF JOTNT.SVNMRTRTCALLYIRICRPT AS SROWN ORSTGf CONFORMS V /NDS'RRSTGN SPRCS SSRC.AMST1/TPT -94 TRTS RRSTGN TS FOR TRUSS FABRICATION ONLY.FOP PRRUAARNT ANA TRMPORARY RRACTNG(IIRTCR TS ALUAYk RRQD)CONSULT BLDG ARCOTTRC9' OR RUGTNRRR. LOADING (PSF1 L 0 1 Or 30 7 B011011 0 10 OYERHAUG N A X 1 11 .)1 . -1 OVE IHANGS. GRADE OF LUMBER No.2110 19 51' No.2 19 SP 110.20 19 Si' flo.1110 19 Si' 110.1 19 SP No.10 19 Si' NOSS 19 Si' SS 19 SP OSS 19 SP 111NIMUM GRADE OF LUMBER 1.C. ?Xi No12110 19 SP BC. 2X1 llo:710 19 SP We5s 2X1 No.3 19 51' li'1-9 C1 VAC- 91 2X1 2-10-13 3-6-12 3-3-2 3-3-2 3-1-1] 3-0- / 3-7 - 10 l'Sr: SOFFIT .................. 5111 1111;11. • :13 2 DRAWN 111 : 1J A C10:11.1) 11( : JA1 111 IPA 2X0 1-2-9 1-1-11 1-0-12 4-9-11 5-0-0 5-2-5 5-1-11 5-9-3 5-10-7 ori 1011/L 1111 el: IntkstrIes L DOE.: THE T 1 2X 4 3-2-4 3-1-5 3-6-15 3-6-15 3-0-12 3-10-9 4 - 1-7 4-2-1 1-3-5 'iI 1..'1 pil I 111;..11 2 l'SF SOFFIT Im1•.•.1 P1 to..11 III lir.. 1 10P CI.10■0 COIRIEC 1101 ;O' JACKS - 4.8 I :AILS 3'O' 8 ro JACKS - 2.11.1) I 12 2.5 MAXI - 1e1 BOT TOM CH:I'.1Cri :II2 i0'4 3 -0 3X1 MINIMUM GRADE Or LUI.113ER T.C. 2X1 1.1o.2 19 SP O.C. 2X1 116.219 19 SP webs 2X1 14o.3 19 Si' LOA0111G IPSP L 0 TOP 30 15 DOT1O•I 0 10 SPAC111G t 2%' 0.C. CO1111i01 JACK; P,E.0 1011 - 517.E 1 - -5 �S 1- -129 I. 3 - -105 I. 10.97 5-5 -t3 y 7I0" CORNER R SE _I 1P1 -92 55OC - 91 SIR. INCR. 33 i ORM.'II BY . I All CHECKED 1)1 r JA REP. S I RESS: 110 2 3X'i 2X3. 5 'r 9 -10 -12 CQFIJ1:R JACK III ?l' InJuS1r105 Inc. CORNER JACK C01-11.101 JAC:I: (1 11 P ) 1-5-0 PARTIAL ROOF LAYOUT DOUBLE ITi v1I_ CUB AT '11IE EN!") 01= TOP ANL) 130T T 011 CI I0 DS. 3 2 OPTION /.L 7x.1 VERT. � � � In 1:0 tvII vno LOtiO. JAll 1I ISl1I 10 1:r nAK. - • ��., `\ u21E, TICS D F U IRS F1 * CECU:_J -1105. 150 L °S Al COr►f1 JACKS L 250 L "S AI CO'' - ' ; ~I •' \� PAO�'la FUi 1/1IF1 AI B_AAI��. 4'N -L CV::_ ^� t� ' 1 r � / „ n1. 1 ( • 1 1: r /; rj ; :\ Q1.. 11/.11.5 (•V It' '..144 1 SUPP flMt TRUSSES LOADING L (PSF) TOP 30 t . BOTTOM 0 10 �PACING:24 In O.C. STANDARD ROOF VALLEY DETAIL i PRE➢ARCA BY MIAMI ornct PARTIAL ROOF LAYOUT Supporting Truss 12 � pitch 4 to 7 2x3 (typ) Strop ® 48" o.c. see note (c) below 3 Volley trusses at 2'-°0" o.c. max. MINIMUM GRADE OF LUMBER TPI - 92 Crit. T.C. 2x4 No. 2ND 19 SP 5FBC~ 9S B.C. 2X4 No. 2ND 19 SP Revised: Webs 2X4 No. 3 19 SP 7/7/94 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of volley truss. SIR. INCR.: 337. DRAWN BY: P.G. CHECKED BY: J.A.I. REP. STRESS:YES MiTek Industries Inc. See note (o 5x6 spl. (typ) 4x4 3x6 spl. (typ) Supporting trusses ot 2' - 0" o.c. max NOTES: (o) Provide continuous brocing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and brocing must be tied to a fixed point ot each end. (b) Max. spacing for verticol studs= 8' -0" On trusses with spans over 24' -0" the vertical should be spaced. at 6' - 0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ". 16 go. twist strap at 4'--0" intervals w /4, 10d noils eoch side of strap. Max 120 mph wind speed, '20' -0" mox . woll height. • Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. Approved for MiTek Industries Inc. Product Code Joist Size Qty/ Box Wgv Box Dimensions • Fasteners Design Loads (Ibs) Girder/ Header Truss/ Joist Normal 100% Snow 115% Roof 125% Wind 133% Wind 160% Uplift 133% Uplift 160% A B H W UH 24 UR 2X4 1 1 3" 1" 3 -1/4" 1 -5/8" 4 -16d 2 -16d 580 670 725 770 770 360 360 UH 26 UR 2X6 1 1 3" 1" 5 -1/4" 1 -5/8" 8 -16d 3 -16d 1160 1335 1450 1540 1540 720 720 UH 28 UR 2X8 1 1 3" 1" 7 -1/4" 1 -5/8" 12 -16d 4 -16d 1740 1865 1865 1865 1865 735 735 Product Code - Joist Size ' '' Qty/ Box Wgt/ Box Dimensions Fasteners Design Loads (Ibs) Girder/ Header Truss/ Joist Normal 100% Snow 115% Roof 125% Wind 133% Wind 160% Uplift 133% Uplift 160% A B H W UH 24 UR 2X4 1 1 3" 1" 3 -1/4" 1 -5/8" 4 -20d 2 -20d 700 805 875 930 990 525 525 UH 26 UR 2X6 1 1 3" 1" 5 -1/4" 1 -5/8" 8 -20d 3 -20d 1400 1610 1750 1860 1980 785 785 UH 28 UR 2X8 1 1 3" 1" 7 -1/4" 1 -5/8" 12 -20d 4 -20d 2100 2415 2625 2650 2650 1110 1110 M►•ATtli'1U1 _T•A �UI:II�I�1�T►�l Wood To Wood SKEWED U HANGERS • Standard Skew 45' • Specify skew from 15' to 50', optional • SBCCI Compliance Report No. 94139 • Dade County Approval No. 97- 0205.03 16d Nails 20d Nails Shown skewed left 90' Skewed Angles Measured from 0' Line ';;;This,, safety alert; symbol is used to attract 'your � attentionliF ERSONALSAFETY IS INVOLVED! When ►'you seeathis symbl = BECOME ALERT.- HEED ITS i� o, :1, ., ��:cl�.ir�: MESSAGE: � d• ' .: ��:� , �,. �, :: 1 -1: : �;rCAUTIONM/�rCAUTION Identifies safe operat ng 1prac1lkceiai01d1,cptes.unsafe conditions that could result in pe rsonal injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES If is tiro responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular root orfloor. These recommendations are based upon the collective experience of leading technical CAUTIO coot IWO � edF e russes :The builder; building contractor, licensed, er ectorkorterectloncontractolr is „ad fi ajn readthe entire booklets!Com . evmmendations' for Handling coin - y racins4?MetaI. Plate ,Connected Wood IBs91Nfrom.the Truss Plate Institute..- Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. TRUSS STORAGE lif R, 10IG.4Do notbreak banding untlt.Installa_� •tloj[ egingiolf lift bundled trusses by the'bands. CAUTION :: Trusses should not be,unloaded on, rough terrain or uneven surfaces ; !whlch , could cause damage to the truss. VI.' ' ,. DANGER: A DANGER designates a condition :. A where failure to follow instructions or heed warn - Ing will most likely result In serious personal • , ,, , Injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result In severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrlo Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less han2x4 grade: marked lumber. All connections •#;should be made with minimum of 2 -16d nails. :All •trusses assumed 2' on- center or less. All multi -ply ; trusses should be connected together in accor- dance with design drawings prior to installation. Ns Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANR Walking on tses ar ' flat is GE extremely : dangerous rus and should which e be strictl y 4 • prohibited. 43:te WARNING Da not attach cables, chains" or ': web members. Tag Line or less Toe In let truss 01 lteel group of tru ad hewn (EB) Approximately Y. truss length Spreader Bar Toe In Spreader Bar , • mpors7. bracing shownin,this,summary.:sheet is adequate for the installation of t SI liar' cOnfigurations r''Consuit te; registered , professional engineer If a different rrapgemet* is:'deslied. The:ienginser;may': design bracing in accordance with TPI's StailocltdiDeplo:SpecIficatlorf foqemporary-BracIng:W, Metal Plate Connected Wood rYffigf 'IP,SE0197ind some casei'determthelhat a wIdei:epacInd is possible. • GROUND BRACING:BUILDING INTERIOR *.1: :: 1 -77.---.2L' • -----'-1.7- .. -- • ' ' V ' 1 .---. r, i• . ,,•• • : 7 .-.7. ' t \ Ground brace . \\ ' vertical (00g) \ \ \ \ \ Ground brace lateral (L80) Truss spans less than 30'. Less than or equal to 60' Less than or equal to 60' Approximately 1 i:to Yllruss length Approximately 1/210 3 truss length Approximately Tag Y2 truss length Line Toe In Tag Line —Toe In Ground brace diagonals (GBD) , Note: 2n Boor system shall have ' adequate capacity to support ground braces. .• . . lei floor MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Top Chord LBT / I ' Top Chord • ' t WARNING: Do not lift single trusses with spans greater than 30' by the peak. GBy o ound brace diagonals (GBD) • .o CAUTION: Ground bracing required for all installations. Ground brace vertical (013g) \.\ renrv•in ) Itai.kup ground stake Tag Line At or above mid-height Tag Line Strongback/ SpreaderBar Driven ground stakes Strongback/ SpreaderBar Approxima ely VI to truss length Greater than 60' __ A \ i Ili .?" Approximately V) to Yr tr uss length Greater than 60' GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Strut , rt 10' Blocking \ Typical horizontal Ile member with multiple stakes (TIT) End Wall Side Plan \, Ground Brace <i Verticals G0g) 4 Graced brace , 1 at truss of brace lateral ( group of trusses - End brace (EB) SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (Ms) [# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle together and cause collapse H there le no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purline are attached to the topside or the top chord. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required — _,,_ 12 SP - Southern Pine SPF - Spruce- Pine -Fir 4 or greater All lateral braces lapped at least 2 trusses. Primp DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 5 i SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment ` Required ---/ 1 PITCHED TRUSS 1 ARNING ; Failure to follow; these recomm could result In A severe`personal Injury l or d amage to trussesor buildings. r 12 / ( <9 • \,■ lop chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins arc attached to the topside of the top chord. SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) I# trusses) SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE 12 - I I 4 or greater \ \ 4 46 0 o �— Permanent �` continuous �. lateral bracing 0 as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir BOTTOM CHORD PLANE 1 ,WARNING: Failure to follow these recommendations could result in severe personal Injury. or;d amage.to.trusses or buildings. =45 L SP - Southern Pine SPF - Spruce- Pine -Fir Ali lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. L SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. All lateral braces lapped at least two • trusses. • " - r Failure to follow these recommendations could result in A - r , severe personal Injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHORD 1 Top chords that are laterally braced can buckle together and cause collapse it thereto no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when online are attached to the topside of the top chord. 1 All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling' are attached to the topside of the top chord. 3p'(De IS T rUSSeS o-c—,----- _ -„ Continuous Top Chord Lateral Brace - Required 10" or Grader Attachment Required v.. 0 Tru S Se s s/ SPF /I { � 2 o•c ...,.. i 7 � 30" or J ' greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required --- 3 Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHOHD DIAGONAL BRACE SPACING (DBS) [# trusses) SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D /50 D(11) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' b DF - Douglas Fir -Larch HF • Hem -Fir top chords that are laterally braced can buckle together and causecoliapse it there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS l Maximum Misplacement Diagonal brace also required on end verticals. PLUMB Truss Depth D(In) ±1/4"—)1 SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. A WARNING: Do not cut trusses. Q GO `y dct 7 d WARNING: Failure to follow these recommendations could result In A ` ". severe personal Injury or damage to trusses or buildings. INSTALLATION TOLERANCES 1 Frame 6 L(in) L(in) L/200 L(fl) 12 — 1 or t•-. 9 greater Length L(in) Continuous Top Chord Lateral Brace \` Required - 10' or Greater Attachment Required - t Lesser of L/200 or 2" s/ \ L(in) / All lateral braces lapped at least 2 trusses. BOW } Lesser of L/200 or 2" L(In) L/200 L(ft) 50" j14" 4.2' 200" 1" 100" 1/2" 8.3' 250" 1-1/4" 150" 3/4" 12.5' 300" 1-1/2" OUT - OF - PLANE INSTALLATION TOLERANCES. 16.7' 20.8' 25.0' { A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Date . _ a Ft Jab Address Square Ft. Signature of owner and/or Condo President Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMTIC D RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Building Date S Tax Folio Legal Description Historically Designated: Yes I No X Owner/Lessee / Tenant � /� C (. / U Sk al Master Permit # `ek \ Owner's Address / Phone —7 9 Contracting Co. �-t ` CO t S -OC O " L Address VO E 1C 0.)0 \ l Tl \ C Qualifier „ 0 9.A. 1 �d��tlti /• SS# Phone 5(7-7 �yd'J �2 State # C y G A Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (curdle one): : UILDING ELECTRICAL PLUMBING MECHANICAL ]ROOFING PAVING FENCE SIGN WORK DESCRIPTION Competency # Address Address Address Ins. Co. - Estimated Cost (value) 41,d . OIyyl ¢, 505,/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Si r ontractor .r Owner- Builder Date No as to Contractor or Owner- Builder My Commission Expires: C.C.F. °^ ' NOTARY o ` BOND � TOTAL DUE 40 Electrical NOTARY PUBLIC . STATE OF FLORIDA NILDA T OARCELL COMMISSION 1 CC882151 EXPIRES 79/2001 BONDED THRU ASA 1-088•NOTARY1 e /9 9 Date Date Plumbing Structural Engineer UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractors Name: \ ioAS C1 Jlv\4W"` tv"' Job Address: a✓" C ` S ROOF CATEGORY • $ ) e 1 ) e 1 'T" I,, (Low Slope Application) ❑ (Nail-On Tile) Al (Mortar-Set Tile) * ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal RoofslWood Shingles & Shakes) ❑ (Other) ROOF TYPE New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area ( Sloped Roof Area (i 2• Total (fl 7,70 Master Permit No. Exposure category (per ASCE 7 -88): a Building C1ageification category (per ASCE 748 table 1): 7 Ft. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Z Rae f 3x3 ( -mot-- ROOF PLAN Deck type: 3/ Y" cO k () i u- ATTACHMENT Fastener Type: 1 kA uJ' SPACiNC Field: C '(Z Perimeter: 6 Corner DETAIL 1 Sc 2 *Includes Mortar and Adhesive Set Tile d Page -1 ��Asf • • Ridge Vertladon? I 1 NEANIEDGEIT Deck typo k pp CUUL .. Li 'UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 3/4' pug U0 00 Underiaymenc *, 3O Fe Insnladonl Fastener type & spacingl (VC( -i244 2 s . 01}11..,s ROO,SLC1Y DETAIL 3. - SLOPED SYSTEM' DESCRIPTION Cap Sheen Roof Covering: c - A l4sD t-r c.T wr Lty bUr riDeP ) OUt 1L /tot-Mt-UL .Sc? ' Fct9 T S S E SLAM AtioptiaC,2 n Lt. ADM- 1- ESl t).' HIV' PUtu l U cAipno -- ) 60 TILE CALCULATIONS (Pmasl: )L3 x (Aerodynamic Multip ia).15: Z ) - M; (9. = PCA: • (Pmar?:'o Sx ( Aaodyaamic Muitiplia):0. Zq ) _ M.: G _0 = M 2/- PCA: $6.6( (Pm r 3: fc(•cj4x (Aerodynamic Muhiptia): 0.2g ) - MA. ei9= Mr,: 21-81 PCA: a•6l Page -2 Drip edge' 3 l G tJ ?GG,- ATT CEIV ENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) a ppiicble Detail Drawings 3) Municipal Permit Apoiicticn 4) Other Component Approvals APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of p oviding that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ,6' 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) . 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 1 11 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. ___ 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inferior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's Agent's gnature Signature c (C, 5104 APPENDIX "F" 7-27-59 Date Co tractor's S nature METRO -CADE PRODUCT CONTROL NOTICE OF ACCEPTA Monier Lifetile LLC 135 NW 20th St. Boca Raton, FL 33431 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING x }40 WEST FLAGLER STREET, SUITE 1603 NCE MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Monier Lifetile LLC "Flat Shake and Slate ", "Colonial and Shingle Blend ", and "Sierra Shake" Tiles under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Center for Applied Engineering, Inc., Professional Service Industries, Inc., and Redland Technologies, has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. - This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.15 EXPIRES: 06/25/01 Renews: 95- 0316.01 95- 0322.02 95- 03I6.02 ('taut Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: 06/25/98 1 Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County MONIER LYFETILE LLC Monier LifetileLLC Sierra ShakeTM Tile & Super Shaketilen' Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Product Rainproof 1I Ice and Water Shield TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specifications Monier Lifeele LLC I = 16W Flat Shake aad Slate w = 13" Tile s / thick 1= 17" w = 12 1 %" thick 1= 17" w = 12 '/," Y." thick 1 = varies w = varies varying thickness Test Dimensions Specifications 30 "x75'roll PA 104 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 103 Product Control No.: 97- 1124.15 Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Flat, interlocking, high pressure extruded, concrete shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Page 2 of 15 Product Description Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) MONIER L]EFETILE LLC Wood Battens Tile Nails Product Tile Screws Roof Tile Mortar ( "Ti leTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSAL Roof Tile Mortar Mix ") Roof Tile Adhesive - ( "Polypro® AH 160 ") Hurricane Clip & Fasteners Dimensions Vertical Min..l "x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 8d x 2'/2 or min. 10dx 3" #8x 2 %" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Clips Min. %:" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 '/" Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA Page 3 of 15 Product Control No.: 97- 1124.15 Product Description Salt pressure treated or decay resistant lumber vattens Corrosion resistan screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component ' polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. PCA #94- 0401.01 Generic MONIER LIFETELE LLC Product Control No.: 97- 1124.15 Test Agency Test Identifier Red land Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7094 -2 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. EVIDENCE SUBMITTED 25- 7094 -8 25- 7094 -5 The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Battens) Page 4 of 15 Test Name/Renort Date Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Oct. 1994 Oct. 1994 MONIER LIFETILE LLC Product Control No.: 97- 1124.15 Test Aeencv Test identifier Test Name/Report Date Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix I1 PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 PA 112 R3.894 Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 MCNIERLIFETII.E LLC Product Control No.: 97- 1124.15 Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction t or greater plywood or wood plank. SYSTEM A: Counter- Batten Application Slope Range: 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 " :12" to less than 4 " :12" and are optional for of 4 " :12" to 7 " :12 ". For slopes exceeding 7 " :12 ", refer to System C. Underlayment: Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Vertical Battens: Install vertical battens in compliance with Miami -Dade County Application Standard PA 118 Horizontal Battens: Install horizontal battens in compliance with Miami -Dade County Application Standard PA 118. Roofing Tile: Install the in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, " / „” plywood is an acceptable substrate. Page 6 of 15 OMID MONIIER LIFfTILE LLC Product Control No.: 97- 1124.15 SYSTEM B: Direct Deck Application Underlayment: Rooting Tile: Comments: SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Descriptioa: New construction "s /, = " or greater plywood or wood plank. Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Miami -Dade County Application Standard PA 118. Install tile in compliance with Miami -Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "4 plywood is an acceptable substrate. Page 7 of 15 0 MONIER LIFETLLE LLC Product Control No.: 974124.15 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 1 4 2 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 " :12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install underlayment system in compliance with Miami -Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Miami -Dade County Application Standard PA 119. Roofing Tile: Install tile in compliance with Miami -Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, "4 plywood is an acceptable substrate. Page 8 of 15 MONIER LIFETiLE LLC Product Control No.: 97-1124.15 Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non- insulated New construction "/„" or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 " :12" Note: System D is only acceptable in this slope range. For slopes in excess of 7°:12 " refer to System C. Install underlayment system in compliance with Miami -Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Miami -Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, " / „” plywood is an acceptable substrate. Page 9 of 15 MONIER LIFETII,E LLC Product Control No.: 97- 1124.15 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier Lifetile LLC's "Flat Shake & Slate ", "Sierra Shake & Super Shaketile ", and "Colonial Slate & Shingle Blend" low profile tile shall comply with Miami - Dade County Application 'Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Protocol PA 115 or PA 127. The tile profile listed herein has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section!! of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Miami -Dade County Protocol PA 112, Appendix 'A'. 9. Fire classification is not part of this acceptance. Page 10 of 15 Taoie 1: Aerodynamic Multiplyers- X(ft') Tile Profile Tilt Profle X (ft') Batten Application X (ft') Direct Deck Application Monier Lifetile LLC Flat Shake & Slate Tile, Sierra Shaken' Tile & Super Shaketilen' , Colonial Slate & Shingle Blend Tile 0.27 0.29 Table 2: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 3":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Monier Lifetile LLC Flat Shake & Slate. Sierra Shake"' Tile & Super Shaketile", Colonial Slate & Shingle Blend Tile 6.5T 7.52 6.47 7.43 6.33 7.27 6.17 7.09 6.00 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Monier Lifetile LLC Flat Shake & Slate,. Sierra Shaken' Tile & Super Shaketile', Colonial Slate & Shingle Blend Tile Battens 4.90 7.40 18.20 28.60 24.20 34.80 22.10 32.20 Direct Deck 9.80 18.80 30.80 51.70 . 24.30 35.50 19.00 31.90 I Data noted in Table 3 is for installation with a 3° tile hparitan MONIER LIIFETII€ LLC DATA FOR ATTACHMENT CALCULATIONS Page 11 of 15 • Product Control No.: 97- 1124.15 2 Approved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on cave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile LLC Flat Shake & Slate, Sierra Shaken' Tile & Super ShaketileTM, Colonial Slate & Shingle Blend Tile Mortar Set 39.00 Adhesive Set 118.90 • MONIER LFFETILE LLC DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: 97-1124.15 Table 3-A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Nail -On Systems Tile Profile Monier Lifetile LLC Flat Shake & Slate, Sierra Shake" Tile & Super Shaketilem, Colonial State & Shingle Blend Tile Tile Application Direct Deck New Construction (min. 19 /32" plywood) Direct Deck Recover/Reroof (min. 15 /32" plywood) Battens New Construction Two (2) 10d x 3" long nails 65.50 50.30 48.30 1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2W from the head of the-tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 12 of 15 MONIER. LIFETILE LLC MONIER LIFETILE LLC FLAT SHAKE & SLATE TILE Product Control No.: 97 1 124.15 PROFILE DRAWINGS SIERRA SHAKE AND SUPER SHA Page 13 of 15 7 _____) MONIER LIFETIME LLC 0.74 O.13 L --41 0.03 0.11 • 11' 17_ nnel COLONIAL SLATE & SHINGLE BLEND TILE Product Control No.: 97-1124.15 \*******- 0.07 0.12 I 23 0 C. 2.45 APPROVED SCREW FOR SCREW DA Page 14 of 15 1.7a 0.131 0.170' MONIER LIFETILE LLC Product Control No.: 97- 1124.15 Monier Lifetile LLC ACCEPTANCE NO : 97- 1124.15 135 NW 20 St. APPROVED Boca Raton, FL 33431 June 25, 1998 EXPIRES : June 25, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal _ of Acceptance. 9 This Acceptance contains pages i 15. END OF THIS ACCEPTANCE Page 15 of 15 //rj