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BP-04-1039Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/8/2004 Applicant: RUSLAN Owner: IVANOV JOB ADDRESS: 171 Contractor Local Phone: Parcel # 1131010000180 NW 91 Building Permit Permit Number: BP2004 -1039 IVANOV RUSLAN ST Contractor's Address: Page 1 of 2 Legal Description: 1 53 41 .576 AC S198.87FT OF E153.6FT OF W288.6FT OF S1/2 OF SW1 /4 OF Fees: FEE2004 -10999 FEE2004 -11000 FEE2004 :11001 FEE2004 -11002 FEE2004 -11003 FEE2004a110044' FEE2004 -11005 FEE2004 -11006 FEE2004 -11007 FEE2004 -11008 Description Building Fee CCF CO /CC Notary Fee Training and Education Fee Technology Fee Scanning Fee Builders Bond Structural Fee Structural Fee Total Fees: Amount $3,000.00 $30.00 $50.00 $5.00 $10.00 $75.00 $180.00 $300.00 $50.00 $50.00 $3,750.00 Total Fees3,750.00 Total Receipts: $0.00 -W110 NOV 0 9 PAID Permit Status: APPROVED Permit Expiration: 1/24/2005 Construction Value: $50,000.00 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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: r MIAMI SHORES VILLAGF� BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date tAt5 Type Insp'n 5 Permit No. lig ,� ' ' 4. e 10 Name Iii)t\DA t %Q lj r Address I'1\ g‘d (\1 A Zul Company I1 IN 1 Phone # fa 515 Inspection Date Correction ;Kr Re- Insp'n Fee ❑ __ K Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 ECEWED JUL 2 8 20Q4 Permit No. f19645,— Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) RU S A A Ki I- O `. Phone # C - 2 3 L 0 2- 3 Owner's Address t"—± \ ° ok City A c( '711)"® r ei State 3 a Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) 17+ ' 1 r City Miami Shores Village County Miami -Dade Zip 1 Is Building Historically Designated YES Contractor's Company Name ' JT NO Phone# S S2 at C1 Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # - 3 , -(01 a - 7 $ Value of Work For this Permit ` ��. r Type of Work: ❑Addition Describe Work: Square Footage Of Work: 0 Repair/Replace ❑ Demolition Submittal Fee $ 2 6 0 ,OO Permit Fee $ ;CVO Notary $7•• O'C� Training/Education Fee $ 109 Scanning $ a Radon $ Code Enforcement $ * * * * * * * * * * * * * * * * ** ** CCF $ 313 CO /CC ct7 Technology Fee $ 2 Zoning Bond $ Structural Plan Review. $ � • � ; . Total Fee Now Due $ (Continued on opposite side) :a _ 00 fzIel . log Bonding Company's Name (if applicable) Bonding Company's Address` City State Zip Mortgage Lender's Name (if applicable) :Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature) Signature Owner or Agent Contractor The foregoing instrument was acknowledged bef re me this The foregoing instrument was acknowledged before me this dayof 'a (j1LI 2001, by,� ,, Clbeile tUC1, day of X20 Eby are � who is perso u . y known to me or who has produced N who is personally known to me or who has produced NOTARY P Sign: Print: As identification and who did take an oath. Mabel Var'ga+' OTARY PUBLIC: 0 4 PUg �' o ° 'ssion #DD231984 yN. : r - : Jul , ➢392007 Bonded Thru My Commission Expires: Atiantft Bouduig Co., Inc as identification and who did take an oath. Sign: Print: My Commission Expires: *, *, , * * * * * * * * * * *, * * * ** * *, * * * * * * * * * *, * * ** *,,plc * * *, *,c *, , * * * * * * * * * * * * * * * * * * * ** * * * * lc* ***ie,c * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** ********* *Plc * * * * * * * * * * * * * * * * * * * * * * * * * ;lc * ** * * ** * * * * *sic * * * * * * * ** * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 S /3'// 4 55uuc -/ 7 y7 /ey OCT 282004 Plans Examiner Engineer Zoning C t 4 . . f VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT t2,: s ik A being the legal property owner, for the property Located at: V-9" ei Legally described as ' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,gnd I have read and understand the following disclosure: Statement, which entitles me t ? 3.t ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may bold or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct FLC.A. and with - holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this day of i\ , 20 0' who is personally known to me or who has ��, � 1e, �'� � ��� P� Y as identification and who did take an oath.' • Produced: Chimer No 111 \j.II bet Var Comm 'on OD ;19 Expires: Ju 3, 2007 ', q• Q�c Bonded Thru �aFF� 'll‘‘`. � Atlantic Bonding Co.. inc. J STATE OF FLORIDA, COUNTY Y OF CADE that this is a true copy of the day of I HEREBY CERTIFY or�g�nal filed in thls ofeo^ , AD 245211----- WiTNESS my hand and ©fficia! Seal. ., -nty „ its ° D.C. HARVEY R G ' K, 13 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.LJDEQpO"jji+ tosci . TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111 1111111111 11111 1111111111 111111111 1111 f :FN 2OO4R1OO4 -61 . OR Qk 22817 N 34761; Ups ) RECORDED 11/12/2004 14 :05 :23 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE 1. Legal description of property and street/address: NIA/ j s �i / ' o`-1 h. � $ Cf i ro 2. Description of improvement: v t '' I lo or C✓�{ 2,�► dos ��� , n �,1 44,1, �r ei z / nom-✓ 6/00/5 1 , e4 - ' 4, c9-9-7 3. Owner(s) name and address: ,65fa L'v + vc v v -_q , /// .S711/? f /1%✓l% 9 i .S / / r ce dtwir -- �P L .-� 71-r0 J Interest in property: Name and address of fee simple titleholder: s % vas v' ;�>,�> � ..-12 --/ 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) gnalLlb u wwner /� Q Print Owner's Name '�t,..YI `l.� S \VQ . Prepared by Sworn to and subscr'; • before me this - q day of NOV 2 U. - &,e. / r Address: /4 �`'� date is 1 year from the date of recording unless a Notary Public Print Notary's Nam My commission ex 123.01 -52 PAGE 4 8/02 abet Vargas mission fDD231984 res: Jul 13, 2007 Bonded Thru Atlantic Bonding Co., Inc. ?Zoo /6q, MIAMI•DA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT.Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY,. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. _�ESCI2][PT101�:_Scries "HS 710"—A.l:unai-nu:In.Horizon:tal- Sliding- Window I-napacirltesistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement:• "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. limy portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA.shall and shall be available for inspection at the job s This NOA revises NOA,# 99- 0204.03 and, cons The subrnittcd documentation was reviewed by R. user by the manufacturer or its distributors he Building Official. I as approval document mentioned above. 3 NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 J7/2 1/2 0 03 12:07:07 PM Tina Woodford MIAMIDADE BUILDING CODE COMPLIANCE OlirCE(BCCO) • PRODUCT CONTROL.DIV1010N NOTICE 01? ACCEPTANCE (NOA) Par Industries 1070 Technology Drive Nokomis, FL 3427$ SCOPE: POT Industries 18 Page 15 MIA1VIUDADE COUNTY, PLOWA MSTRO-DAPE HAGLER BULDING 140 WEST PLAGLERSTREET,.SUITE 1603. FLORIDA 33130-1563. (305) 375-2901 VAX (305) 375-2908 • • • This.NOA is being issned ander the applicable .rules and: regulations governing the use of construction materials. The documentation submitted has been reviewed by Mianu-Dade County Product Control Division and accepted, by the Board:of Rules and Appeals (BORA) to.be used in Miami Dade County and other areas where allowed by the.Authority Having Jurisdictien (AHD. This NOA shall not be valid after the expiration •date stated below. The Miami‘Dade. County 'Product Control Division (In..Miarni. Dade County) and/or the ANY. Oa areas other than .Miarni Dade County) reserve the right to have this product or material tested for quality assurance purposes. Itthis product or material fails to perform in the:accepted* manner; the manufacturer will incur the expense of such testing and the ART: may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is:approVed *as described herein,. and has been designed to comply With the High Velocity Httrricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window Al PROVNL DOCUMENT: Drawing No. 7045.81 titled "Aluminum Casement Window; Impact", sheets 1 through 11 of 11,.prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed. and sealed by Lucas Turner,.P.E., bearing the Miami-Dade County Product Control Approval stamp.with the Notice of Acceptance number and approval date.by the Miami-Dade County Product Control Division. MISSILE IMPACT ItATINGrLarge and Small Missile Impact LABELING: Each unit shall. bear a permanent label with.the manufacturer's name or logo, city, state and following.statement. Miami-Dade County Product.COntrol Approve', unless otherwise.noted herein. RENEWAL of this NOA shall be considered. after a renewal appliCation has been filed and there has.been no change in the applicable building code negatively affecting the performance of this product. . TERMINATION of this NOA will occur after the expiration date or &there has been a revision or change in the materials, . use, andtor manufacture of the .product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other ptuposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination. and removal of NOA. ADVERTIS The.,NOA number. preceded by the words Itiliani-Dade,County, Florida,. and followed by the expiration date may be displayed in advertisingliterature. If any portion of the NOA is displayed, then it shall bodone in its entirety. • INSPECTION...A copy of this entire NOA ,shall be provided to theuser by the manufacturer orits distributors. and shall be availableforinspection at the job site at the request of thaBuilding:Official. This NOA consists of this page 1 as well. as approval doctunent mentioned above. The submitted documentation. was reviewed by Theodore Berman, P.E. NOA Nu 02-1224.02 / Expiration Date: May 22, 2008" Approval Date: May 22,2003 Pagel • t` 11 tarstrit!s t34110p10 y utiota • by ,Ji '1427; Pin" Yoi.0 0011001on lbr Notiiwv c�C iciraltittult;o:(N'OA )::ot, S'.t~ties 1.0W4ti?I Atoiiirtta nt Ii'.i:til(V.WIli a*4 Non *Jrttpitot 4 Intimct Rcslstttn -un jcr Ilarpter ul:�i:lat Cole ot'Miumi- Dnclo.C"otinty ao„verniu g the ti " o'. t • raj }st iction,+and camplelely teSeribe.d herein;: lies -beets recon inelitict:I Jor ncce ,,ttt,. Ma by fine. A a,�i•ylycti; cal' • r unt I3u1lriIng Cora~ 'CdltYli.lia�tat:c OI'tice (.13C Q) �utri t ti.tu:txiai diiiat� :s eej eci!li by' tile Iviiniili i ttcl� . shall ndtbe vpltd niter t4.04)00tiolt data stated :below.... BCC(); reserves.:ihc rig y • • ibltt tra:. st,GClrl�. tltl, ur ttltlit°rlall: att any:.titncfrom a. job -• . •.mfitY4tl lttttarrir' _plant l'or C�uallily ot�trol esun �; 11':tltis. • • t o , or ma�te:rinl - iatl.is:: tea per1c rm in ilro: .... yroved rnau 6 waf I t . nel +::BCCO inay re sok ;.:r.Odify,.or.iluspehti the .... ugh.. product or ntatc:riat inrttieditttely,.:.B.CCO re;ierves the..ri t to.•revoke th is, .0 det rn lttt d by t C p (hat.tlils prar9kicl •or, rnuIetiat fails to:,ia�e t data ri.�c uiri~I�ie~nts al. the. South 1 Ioiid _ t3:uileiirg •Code,, 7 h� cNpense of such tcstni will: he . hturrc41_by tlic- nnartttl4ctui'e r, , Wcc1YrANc I4O. ,:;01 =0102',1)1 >t'? P11.i..US1 0?/14/21110:: i4tirtltitl�t7:�tpIS t~�l1NTlt ^F i t Oi • Mt1ItO-DA.i G 1 "L,1 Lrj flUi:.. ii • I1tit.1.I3t�'V ;tCQtxl�� t"Q 1r.Lb Nr.t" 1 IIi R() D, 1)L 11 AflAtit,irt1(t fir ti 1 10 vt' S't: 1`t,r1C;l° i111 + ti .A 1101:0 SITU.% Ir0 U . ,(ap ).275.2rJ(Jl t► 6.'$•;(3t)S) 7y,5w utnti` C :ti rK,\C. ".t U[6 t,t_ 't NYlitit: tih :Ti(SV (3US) 374.29;.7: 11AX (1u) 27.5.23 8. Ge) +''J 1 It,tt" 1't it I +:NO() ;iC:.(n111 :Ni ' 1) iyksit N,. • (J0 )•271 29tG I °>\\ (,1W3).)79 =1Vta>t. l'tt(SI).lJt` i Com lti)1, 11ti'li {py1 " (au.�)a74 z�ao (Jre.� tai)n)�'2.rea p rim 111S.1$ T 1 1.. .Q.rr. 0 P1110 I3.141 t Itodrfgticz • CJiit:I. iProduct C.uiurcll I)ivisiou .. 4i1' t,I'1'". II" pplicuulon for Necklet Approvatl has .been, reviccwed b' the .:UCCA. Iutcl,.ctpprovoc(. by the ..l3uticiitt , :: 3rid Pro;ciuct Review Cotnmittce tv be uscd fig, .Mitiiui -DtKle Courtly, 1 lor'idt% uuclal tha 400i 1ttion ; sct:.: vie.:: A a Witt;)vr ::'1191.13 /2401 %\a t5U0t Itpc2tRKJ \te ipiAIatlnoticn'Accuptwgc,e caviar papa doc. Ilit�rn t,nutil .tisltlrosss lios.ttuitoster Uulltltnt;cutl(:ixnitna.rau: 1,raltci t,n tuna, it'A:. I)irCutcat• N1iunii,.Ds du county Ciuildiir Ciaclu. Compliance ()nice IaoniellYgU :Iil1) // 11't Y1Y,( tuiltlint;GU�Jcurtiiuc,rcrrit.. I. • 1 • P(i: ,7 h1S: cilapravc:s� ittt I11unlrtttrtli.._tt ed �vliiclow a1J } >61CFt3ribud in Su. i1on 2:'Ul' t :. t1 si aluci to cciJli.J�ly �vitli flit: Slauih Flur.'icltt 13ttilclinl; Coc10 tg t3C). L9 41 ci �c�a for M c h(tl�UU Cataniyx fit' the '•Iuuaatioim rvl:iuitz tlac: prusttru. regt'tireniuitls n. cCtttutail hurl lay SC 1i 1i�t�lxt - ©ido lint a ,ce J: tiw l)usagn 1'ru uiCt utul vuhics iJlctk meet ial:,tlw ul piovwd drawings, 3 AO . P ROD UCCT'1)EsC114I'!1'IC1iY R I'Itcs Sl:t•ic l' ' 7111. It11111tt.uall Axed 1:'lncln�v -� Nca1��t11Iik14t ilud Largo. iviissltle.1iin poet . Re lstalll.t.tlncl`,its coInpotacrit stout be.:conslrltcted in lrtct,conlplla nee: *ilh the.: rot gtviilb'.: doeti nciUsk D1:uWing;Nu 42 1, Sl1.ci:ts l tluough : or$, titltrri 4`P'yV 7171'. -A,lu nintuit E!idcd: NY in00, ," cltttvci Sll? It 1,1 .rt:l�tlruti by..ii ttlit,:l'nCla$uel, sigttc.cl and :sea l;O•itby R,i bctl• L C1ur1, P IL, tacilir.i n = ilto 1141..aitit -1 urlu louttty. Pis ocluu. Coittroi :uppr.ovUl:stan.4.:4Yiih:tlhc Nutiee orA4cccptunc.csnutiiburtiiicl.. cl�J7ravlll dttt>y�,by 1Iie 1'�1:ia liii l7ttc.10 Cowily. l'rodutcL Control C ivinign.. Thusu dbcunicrlls shall. l ra:illrlrtl l 1 e t'rul`ut•a'.ccl.to as:the t i prouud ;druavulgs.:`' 'rlii tlppt'ovul applies. (u '111gio Ullit all7i ?ilcutioit, U show n 111 approved dniwillgs.: ton- Jtttpa ai; Kos igttlnt wulclo;lvs,: I:Ur 1 i ;1i J1: i'1'essnra.:.nting 's,.NEViuclow Sifts, sco: C'ompall'iltrvp: 11aic11y.41S' llbit.:i to Shl:l".t 8 oL'8 • or:uppro:ved,drnw1Icgs. ltilptlirt R ifiStUlft VvIt1doNyt3, set,:: pojgn i ?rotistarl:, Rating- in •SIic i 1 ter ii of catlp.rovuil 1,0 rii • '1'haattiui�nulr��:li:~sactl wvilcUry ntcs eniinttts• shall bc carliittict vith the., •• :pPravud;dru'ving. .. . r lur..rtcntac 0,170W tion :syslcni: (sliut.tt;t• )1,10 tlelwtninc-Witt:411er t. lie iti 's ItillaIioii toguires a huf.rac;ltl Jarlateicoij sybIt1il or`iiot, s..c corraspout:lipg iitlalc in :appro.vecl.d:rawin .. L k13IL.,1r1 :. Each Unit. sl1t11 1.1,'1;enrli.pertlntnuut Iubeli:lvilll • ti14%. tlltt01 .1.1t"+ttttet's.ttcilnki.or 1040; city, staatc,cand following- attltantentc: "Mtutlii�DticlW: Cuu my Product Control Apl�ruvt�d" 1..U.lL. 1N t'.t1t1HT IRE.0 Ul._I :I'.J' IF1'rl'S. • r�pp:h+rtltiou lorbtnlciiatg pci:tind liiiull bu.occunapttiliutl by.uoiips 91 lllt;'.W.itc..wv.togt, : . 6d.1 .:; T1 itf',Niiticw ul':Acuoptum - . ':(1. F1: 2 ` I)tipy11140tu ccilpios .tit`•liite: (1ippt'ovwd (irtt vinip', nil. idon itat.d ui ,S.uctiuu 2`.al'tIi 't;N6tic:c; of . ItcoPi)141.1 0,), .0 Ufli 1y:iti ar'hod tv lIQ %Y t .10.:• onipution;ls b 'luu'tl:cI.f't,t 1.1.1.0 ilrtip.ust.d '(rl0.1•11aBt;t.Gan 6•1:: Any t�thul dut..0 llasnlr' r1 Gltilred y tllu t3talkliI Olil tint or? 1114.S.atrltl 1'Ioiitl.a;_13ui1cl.iug .. . (S :tkl,3C)�.iJi tsa:cicr l'tprupur,ly,gvu[uut4 th.0 111:itctlluticf.0 :0r.tlii, systultl _.. I luiiuc►c 1 v:ac7, i',:Is 1?1i cltic t= t.r4ttrt l : ' ililner • I'rucluut tart ri1 pivlsioal F�C.0 Kl''1`A(C: Al' L'1 OyE.1) Rencwai.r�Cttiis t:O.ppl tit{a (npptvvbtl) Bali b consiclateid tltc:r:a tone . , • ctnci:the arigillttl subnli:tt4d'ti.�lCUnlf tlliliiq11; 1t1ClU6ii11 l l � 1. �wltl it) llltilll(7tt I1ti'1.17�t;t1. IIIOti~ • arc; nu older tlitui. uighc •(8) :yetirs.• :.. - 1,1 l 1 txrtint cltctia, t:itinecr.iit tls�Ctltl�i„I�is: ►tty :alttl i�ll_splyrovu�l i�roducts shclll bt:;i�t�lrtlanucttl ltlba:led ev stutc;, tulcl;- tlla_.•foliowi g 9ltUc:iiicnt,: "Nlittn.ti�.J LRJe C.9..t,try Prtj itit':t ....__1.. Ltll IhC'llitllttlttl4aUrCt °S I11ir11Ci City,'. • spec.iLenily scats ci�in tllo spec 1Iic.cp:nclilttons al':this . lternewltis.nt'Acacpttu1ce will :rtot t74 c'otjs(dt~ict:l:.lf.::.:: " Chcra 1ta been a changta in this Snittii Florida 4101din ..c.000.• ui'ie:_c:tin ►. tlta • prodiici and (he ,p'oduc�.t'is nui. in coitlilt1aa c tivi.th tlic;:Codc t lltin es' •` c.vul�lttuorr car this • The plootiet is no..longer the sauna. arodut;t..(ideilti.cai)�as tlrc't iie ari ;inail. U provcd.: -1t'LIleA4 pttilicc :haidt. rhos: tldlCgt11( �Iicdi :t,vithnIlIIhe :rcgitjreciicIi .:of(Ijis:tcce lance incltuling fliescorraat; icns,inliation.oft11o:ptodttct, : p , •'l'iiia!,eilgttici r, �vho origiunllyprap.u.red signcu titid sealed tl c, requirccl daoutiictit(tuon iniliall° :: stibnmittcd, is no longer..Ftw,tiuing l:he 4ngincco�iii rp.l'cssioii, b p :Y • ny rcvisivit or cluing+ Itr LI;i I11u(ei1nls, usu, Gild /orintinufnClucc ofiitc:Praclktct ar roc.ess shall tttlmitticniiy be ; all tis.;i::ror.ternlintititou o.l'thts Accciituut;c, amass :j rior \vt iltan • n oval hits bce i • requcstcd (througll tliu: li1Ina or tevisi0II nil • • l:ic ativn - iti ui7pro. i.ri,ate tc e) ancl, g UULeCi bye tliis • orlics; Any artli :following .shall u:iso be grounds ror:rein°Vu.l of this Aetwotullcic, - y i�w►: r nancC,gf tht tillJ.04ot 6( t'occstt,., • U. Misusa of this Aacepttuiac as: -tlti aincitirsen nt of ahy product, Icsr ss Its , advertising or,an _.Dolor• ptirpost', . U:i *t7i z�u p I 00 The Nq.:.. of AC.c pluticc utu.nil,er: l7rc:ccded by :tile toot -d Dude uttnty,'17icu ida, uiid =loilo vcd by tltc expihtrtian duty ltluy.b` displayed) in ailverlisiitg (itcrlttuC', It atiyportion of. Ilia-. Notici. dr Acocptanac: is displtlyu.i, lheti tt sllu.Il be chile in its eutil eat :. • rt co y ,f this Gqc .ti ?tnrist s;well LS 1) ov d cdiu wnigs and (Alley: clocuinctts, were it a ilc, - hai.be provit(ed :to the uswr.:.by tits Ointni faattrer ot. iti'distrbutors nail Oak.: ;cs atvnilublc Car :inspaction.tit the job site. at all tunes. 'Tie: engineer daps Ilo.l heed to resaul lhu Celsius. • Ettilure: to contply,∎vitlt any'sa- ctiott :or111I CCaptUticw slutll.be:CULi5 i'or tatitti.nuiion itnei rutitavittt.)t` e:acnlita0% "I`itie3 itc►ici�tuIt( cottciiins pit ua: 1, .2, utinp ltti.� fti. t not c ; :O1� :'1�111S ACCl..C'1e. tklnnu;c.'t ere7, 1* f t'roduet ocul I'rvcftic poi i ivtsion . • .. .... v.... vv..z if .v( ■'1l'1 MhDAue MIA it Lisa Wilson BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION - NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: PGT Industries 04 Page 7 MIAM( -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI; FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules; and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami,Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the. MIT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -I01 Outswing Aluminum French Door- Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. ' MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved "; Unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 r Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 vas V // zuuJ ui : zo : 56 AM Michael Luttkus MIAMI' �iDE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE {NOA PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: POT Industries 02, Page 2 MIAM1-DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governingthe use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted . by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact k' APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17-03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small 1Vlissile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda; P.E. et g NOA No 02- 0927.13 Expiration Date: February 13, 2008 4, Approval Date: February 13, 2003 Page l . 4 Jik A : rniAmt,D4riE c9111\i'typ, LoatDA - METRO-.DADE PlAOL,81t. ILDINd . : . , HUttioiNG COlg t plVit'LlA , . ty=10-0,08 VE.Atti.:tti L kta vipsill.:40LE.it Stittitcri mlAtviti PLORItY '(3as) 375 72O0l‘trAX:;(3 )5 . PG Industries ..• ' - ' : • ' 1070: Technology: Drive comra;‘ceott 1.10:tsi$1 : (30) 175.4521, IAX NbiibilliS tilt 34275, , CONTIAACIVA ElIFORCMIIK .. ,, (30) )7$4 966 MM'•• 0 FICt, 1II 1603 •i0.;.1 5.03 ECTION 315-25P1 )IVISMN • )..3 7_572908 i'.101)UCT d0,66 10$.toN YoUr. application-fOr NOtice. Of ACcePtarice (NOA). of . . . (30)37...19021tikX.;( j72.6339 . i !.7C- gtd. Wall '; Alitilihtliiii Tube Clipped Mullions • , t.: . . ..: : . ...-under Chapter & ofthe: Code of Mialtit-Dads use ing the County.gover is of Alternate Materials and pes of . ,- • • Conslruction, and completely described herein, has been re ommended for acceptanc6:6y the tvtiaiill Dade -• County nildinompliance Office, (BCCO) under t le conditions specified herein, , . • g Cede C. .' ' ...: This NOA, shall - not be valid -afterhe expiration date State . below, •BCCO:reserveS the right to S:.' 're: this . • , , proclist .. or material at any time4t6in a jobsite• or tnanufa turer's plant for quality control "testing., If:this' product or inaterial fails to perffiern in the approVed man. er, BCCO may revoke, or Os' nd the . . use of such product or material'innediately; BCC° res eves the right to revoke this approval, it it is , determined by BCCO that this product or material: fails o meet the requirements,: of the South, lorida ;.. - , Building Code.. 0 . • . . • : • The eit-ponseof such testing ,will be incurred by the manufa ACPTA`isICE NO.i 00-0912,05 fr,XPIRESt 00/28/200(i IS.T1-1 SHE E & coNomo REM Rodriguez , Chief Product Control Divib S D 1AZ !. J..' -This...plicatilefi.. fee Product:. ApproVal, has. been p0/10eci . • ceidelind Product Review Committee to be 'used in Miami sforthnboye. • . „ . • • • APPAOVP:i.: 06/.4.11209.1 • by the BCC() and .approyed by the 1 Dade County, Florida uncder tho.bondrti ilding rig Set. Vranelsce 0141110mi, ft, Director -• Ntiarni-DadoiCoutity . • 13uilding CO.& CentPlittno. nice SCC?P. •T(1.1. Approves• a clip cd mullionaystcr , as described in.Seetiori: 2 designed. to.coin pp.�. ... .of- this �Noti.ceok� ��cecntancc l ?iy with tho':South- Pl :arida. Billld4)g.. Codo,.(SP13cj,: 1994.. Edition. ror '�'iarri.i. -Dail County, fo.r� the_locations • where: the: pressure rcquiremonts, as.- determined. b� .. F. . not exceed lie Design •Preasur'e Rating. values indicated, in, the approved draw rigs Ct '' ptcr 23,. d� • • PRODUC ):IgS.CIiIWTO.N.. . g ,. The 1. "x Standard 'Malt .Alurninuni Tub. , Cll ed: Mullion. :and • constructed in. strict cornpliance with the following.doctiments Drawing. its om , hcet s shall bf S; of s; titled, "1" Std. Wall. Nlitillion .Arrangenient Detail'',: prepared; by. mane acttr r,dat d� 4/28/.00: .: signed: and:. sealed. by: .R,obert:.L. Clark,: P. _ . Yh. fi,f • lsearin� ..the Mi�tini =Dade .t✓ouir ,Prop;. approval .stem � � tJ!� .: . t . Control .. p, .with the�j lotice of.`Acceptance number and .a roval.da.to by the iami -Dade County.Product Control:bivrsion, .These documents.sha.11�.herein fter be ircferred teas t! ap roved • dravrin s,, p.. • :.LII'UT TI.Or S •This approval= applies to •clipped structural, mullions .to...be installed vertically Or hop; 'ntally, as shown in. the approved. drawings +. `For:Design.Pressura.Rating vs, Mullion Length and. Width for either lx2x, • .. l ZSemullion or 1x4x..1': ,� anchors) 25 (4: anchors)` mullion, sec ;correspondin.g table in'approved draw:in s4 Wihdow:sizes.and .design pressures. are to be limited only to • those appearing on :charts efcrenced above and also listed in the individual window's No.ticc.ofAccoptance,:.. l • INSTALLATION The clipped rriul.li n system and its components shall be Inst ,led in strict compliance wit approved drwittgs „. Thisimullion Cali be *installed as'part of an itilpact resistant: unit, LAB JXN.G ,Etle:h Unit shall beara pertt:t tnentlabcl with the;munufa ture "r's name br logo; city, state a fol rowing statciitent, MlamkDade: County Product Cotttral Approved ", PR 114.1T R1i QWREi,IIN:TS 6 1. Application for building permit shall be accompanied :by copies of the following; 6..1.1. This Notice of Acceptance, with mullion. option indicated. 6:1.2 The Noticc.of Acceptanne ofpach door anal /or iixcd.lite attached: to.r»ullior . .. uplicatc copies_ofthe approved drawings, as identified in. Section 2 of this Nolic C; Acceptance, clearly marked to show the components selected for the proposed: ins. ` laden. Any other documents required by the Builging•Official or.thc South Flo(' • :Buildi,' :Code. (SFBC).:in order to properly evaluate the ina.talla '.n oftiis system anu Perez; 1',ir; }�radtict b tro xatniner P A . C <Renawal::of this. A.ccepttinev. _ . � ... (approval) shall be oonsidcrird after a rcnewnl a lira :apd the orminal s:ubltiitted- documcntnlion, hie udin . tcs �. ..arcs. no older.. naj su ht (I.3) : pp.. No ' as; hole.. fl ... � YoaCs. � .. • !; .. t supporting data', •anginecrin . +� ocumrrtts Any and atl :a: - pproved produets: shal l- be perma on* labeled with. the Man state► ari�.thc f'otlow.ii . sta ? . temen.t; "Mian�r.,D de-County Product Gontrcl A preye e; city; °: 5peeiflcally:.stated in the spealfic conditions of this Ad e t o • ` p Ance. p13CoYed r ¢ r as • .-Renewals ofAeeeptance will not be consldere, If: 'I'here.lias�beeri a'changq.in, the South F prida Builclit . product: and .thv;product.is•not.in.'oomplia ce.with the Ode-0008i. • g Codaaffeu.ting. the eva!l a>ien of ti • The p:rodupt • .rs na longer the sarnc product ` (identical) as the one r fig ;na11 • �• If the. fti.cceptancv, holder` has... not .evm•l.ied. with= all:-.the r .:_ � Y appro� • d including the correct installation. of;the pr. ►:du.et... ¢ eQuircingnts::o f. this::naccptanc • The cn- inoer.. who ,originally .. Y prepared; si ned.and sealed:: the. required. documen ' 'on:: initial • submitted;. is no :.longer: practicing :the engi Bering. professioti..:.: Any revision er change, in. the materials; •use, :an�� /er :man facture: of the precinct autoriaatzeally..be oause.fortermin.ation ot'tltis A ccptancd, unless. prior en ier. p• . s •sh Il •requested (through :.the'riling ofa revision applies gtiort With appropriate.:fee and l�proe as bsen • • office., - d f;�atitCd this=. • of.ihs. following :shall also txe.grouads. for r naval of this 'Acceptance, Unsatisfactory perfbrtmance of this.produot or. :process., `: Misuse.: of .this; Acceptance. as an endorser_ ant:. of any product, • other purposes, • • . Notice of Acceptance number preceded by t followed by the .expiration date may be,displaye, Notico o :f'Acceptance is displayed, then h shall b :A, copy.of.thls..Acoeptanee as welt as approved dr shall be:p vided•to. the user by the manufacturer - unspection :at: the job site at.a.11 time. The enginee pai litre to* comply with any secto oft[iis Accept • Acceptance; • Thi • 4oti.cc� of Acceptance cotisfists. of pages 1, • • or an e wor . Miami «Dade County, Florida; in advertising::literatuxe..'if any pertio 'done in •its:entirety, wings and other documents, where. it r its distributors ,and shalt be available needs not reseal the copies. nee 'shall be cause for.. termination and hd thin last. page 3. END oZ'".'x° • s,A'CEPT NCF Menu Prnrlii rrloval of , lr ;amine. 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: H.C. Aroutto pururuvrz Jnr. LAND SURVEYORS BOUNDARY SURVEY SURVEY No 03 -6722 SHEET No. 2 OF 2 SCALE = 1" : 30' cc 0 Z W F.N.D. r NO ID 153.60' fdt 5 CLF ^ti° Y -Y Y Y Y i l( Y Y Y �Y Y Y ' r `,�'�� ^,.`.. 20' CL 28.55' ° x 1:15'ENCR 0.65'CL 28.55' 1.60' CL. 1`b 90.30' 12.05' 28.00' F.F.E = 13.25 11.00' 0.60' X0.50 23.70' 0.50'CL. F.I.P 1/2' NO CAP 153.60' F.I.P 1/2' NO CAP SURVEYORS NOTE: THERE MAY BE EASEMENTS RECORDED 04 THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: Etta 'urut g arz `nr. LAND SURVEYORS SURVEY Na- 0006722 SHEET No OF Legal Description: The South 198.87 feet of the East 153.6 feet of the West 288.6 feet of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 being in Section 1, Township 53 South, Range 41 East, of the Public Records of Miami -Dade County, Florida. Less the South 35 feet for Road Right -of -Way. Said lands situate lying and being in Miami -Dade: County, Florida. Property Address: 171 NW 91 ST, MIAMI SHOR1'S, FL 33150 For: RUSLAN IVANOV A= ARC A /C= AIR CONDITIONER PAD. A.E.= ANCHOR EASEMENT. A /R= ALUMINIUM ROOF. A /S= ALUMINIUM SHED. ASPH.= ASPHALT. B.C.= BLOCK CORNER. BLDG.= BUILDING. B.M.= BENCH MARK B.O.B.= BASIS OF BEARINGS. C= CALCULATED C.B= CATCH BASIN. C.B.S= CONCRETE BLOCK STRUCTUR CBW= CONCRETE BLOCK WALL CH= CHORD. CH.B.= CHORD BEARING. CL= CLEAR C.LF.= CHAIN UNK FENCE. C.M.E= CANAL MAINTENANCE EASEMENTS. CONC.= CONCRETE. C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • = DEGREES. E= EAST. E.T.P.= ELECTRIC TRANSFORMER PAD LOCATION SKETCH Scale 1"= NT.S. • I 3 2 ; • 171 8 2 b 94 3 Y I' • 14 IS 18 r, 11110 [I lE 13 24 .114 1b q IS K S• di P[ E3 — • =t--NW .93" 131 M 40 JINN MP NW 9E ,"� 17N4 s E rs 11a11111 Pea Yq, IE 91 .. - Coale,• d Sect-Si-41 W. _Cs TH g<r,> S 1 11 Ms 6 !e IS Ib .1W/ 94 u.1. 1.94,1 NINE I: f[J. sal a4s[I 3 4 J 2 1 MIN 6 CI ro IS W I) le EO EI td p $ 3 [ 288 Ile ABBREVIATION AND MEANING F.F.E.= FINISHED FLOOR ELEVATION. P.R.C.= POINT OF REVERSE. F.N.D.= FOUND NAIL & DISK . CURVE FR= FRAME. P.B.= PLAT BOOK. FT= FEET. PG.= PAGE. FNIP.= FEDERAL NATIONAL PWY= PARKWAY. INSURANCE PRM= F.N.= FOUND NAIL H.= HIGH (HEIGHT) P.LS.= IN. &EG.= INGRESS AND EGRESS EASEMENT. R.= LP= UGHT POLE. RR,= LF.E.= LOWEST FLOOR ELEVATION. RES.= ELM.E.= LAKE MAINTENANCE EASEMENT R /W= = MINUTES. RAD.= M.= MEASURED DISTANCE. R.P.= M /H= MANHOLE. RGE.= M /L= MONUMENT UNE. SEC.= N.A.P.= NOT A PART OF. STY.= NGVD= NATIONAL GEODETIC SWK.= VERTICAL DATUM. S.I.P.= N.= NORTH. N.T.S.= NOT TO SCALE. # N0.= NUMBER. 0 /5= OFFSET. 0.H.= 0.H.L= OVH= PVMT.= PL= P P.C.C.= POINT OF COMPOUND CURVE P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. POC.= POINT OF COMMENCEMENT. POB.= POINT OF BEGINNING. OVERHEAD #6044 OVERHEAD UTILITY ONES OVERHANG PAVEMENT. PLANTER. ELEV.= ELEVATION. /L= PROPERTY UNE. ENCR.= ENCROACHMENT. F.H.= FIRE HYDRANT. F.I.P.= FOUND IRON PIPE. F.I.R.= FOUND IRON ROD. PERMANENT REFERENCE MONUMENT. PROFESSIONAL LAND SURVEYOR. RECORDED DISTANCE. RAI RESIDENCE. RIGHT -OF -WAY. RADIUS OF RADIAL RADIUS POINT. RANGE. SECTION. STORY. SIDEWALK. SET IRON PIPE LB. #6044. Se= SOUTH. = SECONDS T= TANGENT. TWP =TOWNSHIP. UTIL= UTILITY. U.P.= UTILITY POLE. W.M.= WATER METER. W.F.= WOOD FENCE. W.S.= W000 SHED. W /R= WOOD ROOF. = CENTRAL ANGLE. • = CENTER UNE. • = ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS,- RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CUENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: RuSLAR TVANNV Alin SARARRLI E SYLVA Date: 06/06/2003 L E G E N D T Y P I C A L -x-x. CLF= CHAIN LINK FENCE Z=Z C B S. WALL (CBW) -0-0- IF =IRON FENCE -014- OVERHEAD UTILITY ONES #-!f WF=WOOD FENCE ■ 0.00 = EXISTING ELEVATIONS. = PROPOSED ELEVATIONS. SURVEYORS ' S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP APS. ot 2). IF SHOW�NN //, ELEVATIONS ARE REFERRED TO 1)GZ Ego " 4f7 ELEV. 0.45 FEET. OF N.G.V.D. OF 1929. LOlAle . 00. - ,(Ot)- 5 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7800 FT. I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: �s 6-9- a3 saFf /1/ IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. J--ZV STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON. ag -M -I, 4 LIP--WE 14 lap', REVISED ON. 120652 - 0090 -J FOLIO#:- 1131010000180 C.O.R.: 10.70p0.FT 3- 0006722 BUILDING OWNER'S NAME RUSLAN IVANOV AND SARABELLE SYLVA FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 - 7. SECTION A - • ROPE • TY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 171 NW 91 ST CITY STATE 'MIAMI SHORES FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot Block of according to the plat thereof as recorded in. Plat Book at Page of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL ZIP CODE 33150 LATITUDE/LONGITUDE (OPTIONAL) (## - ##' - ##.##° or ##.#####) HORIZONTAL DATUM: I I NAD 1927 I I NAD 1983 SOURCE: 1 I GPS (Type): U USGS Quad Map IJ Other. NGVD 1929 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0090 J 07/17/1995 03/02/1994 X N/A B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered n B9. 11 FIS Profile I x FIRM I I Community Determined 11 Other (Describe): BI 1.Indicate the elevation datum used for the BFE in B9: I x I NGVD 1929 I I NAVD 1988 I (Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? U Yes Designation Date: SECTION C - BUILD C1. Building elevations are based on: I I Constru *A new Elevation Certificate will be required wh C2. Building Diagram Number 31 (Select the buil Pages 6 and 7. If no diagram accurately represents C3. Elevations - Zones A1-A30, AE, AH, A (with BF Complete Items C3.a -1 below according to the b the datum used for the BFE in Section B, cone calculation. Use the space provided or the Com Datum NGVD 1929 Conversion/Comments N WC No ORMATION (SURVEY REQUIRED) I Building Under Construction* I I Finished Construction tiding is complete. the building for which this certificate is being completed - see ketch or photograph.) ), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Item C2. State the datum used. If the datum is different from the BFE. Show field measurements and datum conversion on D or Section G, as appropriate, to document the datum conversion. Elevation reference mark used 6 Does the elevation reference mark used appear on the FIRM? O a) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor O c) Bottom of lowest horizontal structural member (V zones only) 0 d) Attached garage (top of slab) O e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) O f) Lowest adjacent (finished) grade (LAG) O g) Highest adjacent (finished) grade (HAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area of all permanent openings (flood vents) in C3.h 0 13.25 ft.(m) N/A fL(m) N/A ft.(m) 11.01 ft.(m) 10.86 ft.(m) 10.71 ft.(m) 10.93 ft.(m) 0 sq. in. (sq. cm) I I Yes U No #5204 ce 08/18/2004 e Number, Embossed Seal, Signature, and Date SECTION D - SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER John Ibarra 5204 TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. ADDRESS 5582 N.W. 7TE SIGNATURE , SUITE 202 CITY MIAMI STATE FL ZIP CODE 33126 FEMA Form 81 -31, JAN ('03 DATE TELEPHONE 08/18/2004 (305) 264 -2660 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces. copY the corresponding information from Section A. *• 3- 0006722 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE A 171 NW ST CITY ' MIAMI SHORES D4BOX NO. STATE ZIP CODE FL 33150 SECTION D - SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION C3(E) LOWEST ELEVATION OF MACHINERY IS THE A/C U Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. if the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I 1 1 ft.(m) 1 I 1 in.(cm) 1 I above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 I 1 ft.(m) 1 I 1 in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I 1 Yes I I No I I Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME RUSLAN IVANOV AND SARABELLE SYLVA ADDRESS CITY STATE ZIP CODE 171 NW 91 ST MIAMI SHORES FL 33150 SIGNATURE DATE TELEPHONE COMMENTS U Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I I A community official completed Section E for a building located in Zone A (without a FEMA-issued or community- issued BFE) or Zone AO. G3. I 1 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for I I New Construction I 1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: ft.(m) Datum: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments FEMA Form 81-31. JAN 2003 REPLACES ALL PREVIOUS EDITIONS FORM 600A-2001 Project Name: Address: City, State: Owner: Climate Zone: (51 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Ivannv Residence Renovation Buildor: RI Permitting Office: Miami Shores Permit Number Jurisdiction Number 232600 171 NW 91 str. Miami Shores, FL 33138- Mr. & Mrs. Rusin 11/army South . _ 1. Now construction or existing 2. Single family or multi-family tiumtittr of units, Irmuld-rattrily 4. Number or Bedrooms 5. is this a worst ca? 6, Conditioned floor arm (R” 7. Glass area & type a. Clear glass. default 11-Factor b. Default tint c. Labeled U or SHCic g. floor typvb a. Raised Wood, Stem Wall b. Raised Woad, Adjacent L N/A 9. Wall types a. Concrete, lnt Insul. Exterior NIA. G. N/A d. N/A e. N/A 10. Coiling types with (F(BS) a. Under Attic b. NIA c, N/A 11. Ducts(RBS) a. Sup: Line. Ret: Con. AR: Interior b. Sup: um. Ret: Cum AFL Interior hereby ce by this calcul Energy Code. Single Fano. 0.0 11.2 0.0 fF 897.3 ft' Addition Single family 4 No 3650 11? Double Pane 0.0 ft' 0,0 11.2 0.0 ft" R=30.0, 1400.0 (12 ft' 12,, Cooling systems a, Central Unit b. Central Unit c, NIA 13. prating systdok. a. Electric Strip h. Electric Strip v. N/A 14. Hot water systems . Eloctric. R4biblAttwq b. N/A c. Conservation credits (-1R4-leat re.envery, Solar DI-TP-Doclioated heat ptunp) 1-1VAC credits Pan, CV-Cross ventilation. e house fan, gratnrnable Thermostat. MuItizon COOling, -Multizene beating) Sup. R=6.0,150. Sup. Krt0.11, Taal as-built points: 52 Glass/Floor Area: 0.25 Total base points: 60617 at the plans , tion ar 1in co specifications covered „per with the Florida PREPARED - ---: Clement DiFillippo, Al DATE: 8-24-04 I hereby 4-setfy that this building, as dined, is in compliance with the Florida Energy Code. OWNERJAGENT: DATE: PASS Review of the plans and • specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for Compliance with Section 553.00S Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGaugetE, (Version: 1-L.R13PB v3.30) Cat,: 48.01:Btu/lir SEER: 14.00 Cup: 48.0 kl3tuilir SEED.: 14-90 Cap: 34,0 klituihr COP: 1.00 Cap: 34,0 kin/hr CO[': 1.00 40.0 gallons ____ EF: 0.97 PT, CV, ORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 171 NW 91 str., Miami Shares, FL,, 33138- BASE GLASS TYPES .10 X Ccn'nliUVned X' BSPM = PointS Floor Area .10 3650.0 32.50 21352,5 WALL TYPES Area X BSPM = Points Adjacent Exterior 2584.0 2.70 PERMIT #: AS-BUILT Overhang Type/SC Qrnt Len Hgt Area X SPM X SOF = Points Single U'1.06,SHGC0.45 N 0.0 0.0 29.3 17.68 1.00 517.1 Sing le,U@0.98,51•IGC -0.53 N 0.0 0.0 24.5 23,12 1.00 566,3 Sing1p,U= 1.11,SHGC -0.53 N 0.0 0.0 36.0 ZZ.63 1.UU 814.5 Single,U= 1.01,SHCC =0.37 N 0.0 0.0 42.0 12.79 1.00 537.1 Singie,lJ,0.98,SHGC =0.53 E 0.0 0.0 180.0 52.68 1.00 9482.5 Single,U= 1.08,SHGCG =0.45 E 0.0 0.0 45.5 42.87 1.00 1993,6 Single,U=1.11,SHGC =0.53 E 0.0 0.0 21.0 52.33 1.00 1098.8 Single,1J =1 n1,SHGC =.0.37 5 0.0 0.0 42.0 33.49 1.00 1406.7 Single, SHGC =0.46 S 0.0 0,0 12.0 35.37 1.00 424.5 Single,U= 1.11,SHGC =0.53 5 0.0 0.0 40.0 44.09 1.00 1763.6 SIngie,U= 0.98,SHGC =0,53 S 0.0 0.0 138.0 44.51 1.00 6142.1 Singie,U =1.06,SHGC=0.45 W 0.0 0.0 30.0 38.00 1.00 1139.9 Single, 51-1GC =0.53 W 0.0 n 0 148.0 46.28 1.00 6760.0 Single, SHGC =0.53 W 0.0 0.0 68.0 46.26 1.00 3147.0 Single, SHGC =-0.37 W 0.0 0,0 42.0 28.69 1.00 1205.0 As -Built Total: Type 0.0 0.00 Base Total: 2684.0 0.0 7246.13 Concrete, lnt lnsul, E,tterior 7248.8 As -kuiit Total: DOOR TYPES Area X BSPM = Points Adjacent Exterior 0.0 0.00 Type 0.0 Exterior Wood 21.0 6.40 134.4 Base Total: 21.0 697.3 36996.6 R -Value Area X SPM = Points 401111W dab 0:0 2684.0 4.20 11272.8 2004.0 11272.8 Area X SPM = Points 134.4 As -Built Total: CEILING TYPES Area X BSPM = Points Under Attic 1400,0 Base Total: 1400.0 Type (Rod. Barr.) 2.80 3920.0 Under Attic 21.0 21.0 9.40 197,4 197.4 R Value Area X SPM X SCM = Points 3920.0 As -Built Total: FLOOR TYPES Area X BSPM = Points Sigh Raised Base Iota!: Type 30.0 1400.0 2.77 X 0.70 1400.0 2714.0 2714.6 R-Value Area X SPM = Points 0.0(p) 0.0 0.0 Raised Wood, Stem Well 3650.0 -2.16 - 7984.0 Raised Wood, Adjacent - 7884.0 As-Built Taal: EnergyGaugee DCA Form 600A-2001 EnergyGauge8!FIaRES'2001 FLRCPB v3,30 0.0 220,U.0 0.0 1400,0 3650.0 -4.20 3.40 - 9450.0 4760,0 - 4690.0 ARM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A A Details ADDRESS: 171 NW 91 str., Miami Shores, FL, 33130- BASE PERMIT#: AS -BUILT INFILTRATION Area X SSPM = Points 3650.0 Summer Base Points: Total Summer X System Points Multiplier 93353.2 0.4266 18.79 88583.5 93353,2 Goofing Points Fnan3Yf;auoe'ru DCA Form 600A -2001 39824.5 Summer As -Built Points: Are X SPM = Points 3650.0 18.79 68583.5 115073,9 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x OSM x AH11) 115b7u.9 115073.9 115073.9 0.4'00 (1.041 x 1.163 x 0.90) 0.244 0.500 (1.041 x 1.165 x 0.917) 0.244 1.00 1.091 0.244 EnergyCaugaelFla1C3 2001 FLRCPB v3.30 0.902 13805.1 0.902 13805.1 0.902 27610.2 JRM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance. Method A Details ADDRESS: 171 NW 91 str., Miami Shores, FL, 33138- BABE PERMIT #: GLASS TYPES .18,X Conditioned X [WPM = Points Floor Area A8 '3650.0 2.36 1550.5 Type/Se AS- BUILT Overt larlg Qmt Len Hgt Area X WPM X WOF = Poin WALL TYPES Area X BWPM = Pointe u ^ir+gle,U- 1.0o,SHGC =0.45 N 0.0 0.0 20,3 523 1.00 165.9 Single,U =0.98,SHGC =0,53 N 0.0 0.0 24.5 4.95 1.00 121.2 Single,U= 1.11,SHGC =0.53 N 0.0 0.0 36.0 n d8 1.00 107.2 Singte,U= 1,01,5HGC =0.37 N 0.0 0.0 42.0 5.18 1.00 217,4 SIngle,U =0,98,SHGC =0.53 E 0.0 0.0 180.0 4.09 1,00 735.5 Singls,U =1.o5,9HCC =0.45 E 0.0 0.0 40,5 4.52 1.00 214.7 Single,UA1.11,5HGC =0.53 E 0.0 0.0 21.0 4.62. 1.00 97.0 Single,U= 1.01,SHGC =0.37 E 0.0 0.0 42.0 4.60 1 nn 193,4 Single, $HGC=0.45 S 0,0 0.0 12.0 5.31 1.00 63.7 Singte,U=1.11,SHGC740.53 S 0.0 0.0 40.0 4,42 1.00 176.9 sinpla,l1= 0.98.SHGC=0.53 S 00 0.0 166.0 3.91 1.0t1 540.0 Single,U= 1.06,SHGC =0.45 W 0.0 0,0 30.0 5.04 1.00 151.2 Single, SHGCm0.53 W 0.0 0.0 146.0 5.80 1.00 846.6 5 1gte, 6l1riC =0.53 W 0.0 0,0 88.0 5.80 1.00 394.3 Single, 61-1GC =0.37 W 0.0 0.0 42.0 6.02 1.00 252,9 As -Built Total: Type Adjacent 0.0 0.00 0.0 Concrete, Int Inaut, Exterior Exterior 76114.0 0.60 1610.4 Base Total: 2684.0 mar. ■. ■- e- -s.,.....• 1610.4 DOOR TYPES Area X BWPM = Points Adjacent 0,0 0.00 0.0 Exterior 21.0 1.80 37.8 Base Total; 21.0 37.8 CEILING TYPES Area X DWPM Points somamsossmor •.,s Under Attic 1400.0 0.10 140.0 Bate Total_ 1400.0 140.0 As -Built Total: Type Exterior Wood 897.3 4357.8 R -Value Area X WPM = Points 0,0 2684.0 2684.0 As -Built Total: Type (Raid. Barr.) Under Attic ohs -Built Total: FLOOR TYPES Area X BWPM = Points Slab 0.0(P) 0.0 0.0 Raised 3650,0 -0.28 - 1022.0 Base Total: 1022,0 r.ntt,rayGn not DCA Form 600A -2001 1.90 ■m® 5099,6 scums Area X WPM = Points 21.0 2,80 58.9 21.0 58.8 R -Value Area X WPM X WCM = Points 30,0 ' 1400.0 0.10 X 0.85 119.0 1400.0 R -Value Area X WPM = Points Type Raised Wood, Stern Wall Raised Wood, Adjacent Aft- t]uilt Total: 119,0 EneigyGauyeetFIaRES'2001 I- .11CPB v3.30 0.0 2250.0 0.0 1400.0 0.30 1.70 075.0 2380,0 35.0.0 3055.0 ..'RM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 171 NW 91 str., Miami Shares, FL, 33138- BASE PERMIT #: AS- -BUILT 1 INFILTRATION Area X BWPM = Points 3650.0 -0.06 -219.0 Winter Base Paints: 2097.7 Winter As -Built Points: Total Winter X System = Heating Points Multiplier Points Area X WPM = Points 3650.0 -0.06 219.0 12471,2 Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12471.2 0.500 (1.056 x 1.137 x 0.91) 1.000 0.950 5472,5 12471.2 0.500 (1.056 x 1.137 x 0.91) 1.000 0.950 6472.5 2097.7 0.6274 1316,1 12471.2 1.00 1.093 1.000 0.950 12944.9 CrtOrgyGaugem DCA Fgrr11 000A -2001 energyGaugaV/FlaRtw 2061 FLRCPB v3.30 .RM 600A -2901 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details - [DRESS: 171 NW 91 str., Il Miami Shores, EL, 33138- BASE WATER HEATING Number of X Mulliplier = Total Bedrooms 4 2369,00 PERMIT #: AS -BUILT TanK EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 9476.0 40.0 0.97 4 As -Built Total: 1 -00 CODE COMPLIANCE STATUS BASE IOW Cooling + Heating + Hot Water Total Points Points Points Points 2149.20 AS -BUILT 1,00 8596.8 5598.8 Cooling + Heating + Hut Water Total Points Points Points Points 39824 1318 9476 50617 27610 12945 Enewaynatiaem IX A Form 600A -2001 EnergyGaugot@/FIaRESTOD1 FLRCPB v3.30 8597 49152 ARM 00A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details - IADDRESS: 171 NW 91 str., Miami Shores, FL, 33138- P _ BA-21 INFILTRATION REDUCTION COMPLIANCE CI-TECKLIST COMPONENTS 1 SECTION . ..txterior vvthows & DOM! 1 606.1.)41;1c.,1-1 Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors Ceilings 606.1ABC.1.2.2 _ • •• • - • - 606.1.ABC.1.2.3 • • • Recessed Lighting Fixtures 606.1,ABC.1.2.4 __..... . Multi-story Houses Bos. ,ABC.1 Additional Infiltration refits 606.1.ABC,1.3 REQUIREMENTS FOX EACH PRACTICE Maximurn:.3 cfm/sq,ft. window area; .6..ctrn/sq.ft, door aree. PERMIT #: . . . . Caulk, gasket, weatherstrip or seal between: wirtdovvs/doors & frames, surrounding wall; foundation & wall cola or aill plate; joints betweurt exterior wall panels at Centers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plata, Penetrations/openings .1/8" sealed unless backed by truss or joint Members. EXCEPTION: Frame floors where a continuous Infiltration barrier is installed that 19 sealed to the perimeter, penetrations and.seams. _ Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is installed that ts.sealed itthflter Lat ponalrationo end pearas„ Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed Inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from i.-7,5rditIoned space, tested. Air berrieron perimeter of flogr.caylty between floom. Exhaust fans vented to outdoors, dampers: combustion soace heaters comply with NFPA, have combustion alr, 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION _ 1 REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breakeyalectrio) or .cutoff (gas.) must be provided. External or built-In heat trap Nquired. Spas & heated pools must have covers (except solar heated), Non-commercial pools must have e pump timer. Gas cpa & pool heaters must here a minimum thermal tof 78!/L Swimming Peet & Spas 612.1 §hOwerheads____... :1612.1 Air Distribution Systems 610.1 . . . HVAC Controls Insulation . . Water flowmuat be restricted tono.roore thart2.6 gafions per minute at aoyarg.. _ All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and Installed in accordance with the crIteda of Section 610. _ Ducts inuncondltioriad attics: R-e. 607.1 SeP9.Fate occ-essittf• manual P.1.-49mPticYlerrf19t for each sPtem-.. . . 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugo"n" DCA ram; 600A-2o01 Enargy3augerai-laliE57001 FLRCPB v3.30 CHECK Residential System Sizing Calculation Summary Project Title: Mr. & Mrs. Ruslan Ivanov Residence Renovation Mr. & Mrs. Ruslan ivanov 171 NW 91 str. Miami Shores, FL 33138- Location for weather data: Miami Humidity data: Interior RH (50 Winter design temperature Winter setpoint Winter temperature difference Total heating load calculation Submitted heating capacity Total (�lectne Strip) - Defaults- Latitude(25) Tamp Rango(L) 3' LOutdoor wet bulb (77F) Humidity difference Summer design temp return Summer setpoint Summer tem erature difi'er?nce Total cooling load calculation Submitted cooling capacity Sensible (SHR = 0.8) Latent Total Winter Heatin 47 F 70 F 23 F 72731 Btuh % of calm Btuh 93.5 68000 Code Only Professional Version Climate: South 90 F 75 F 15 F 87714 Btuh % of male Rtuh 104.0 76800 138.3 19200 109.4 96000 WiNTER CALCULATIONS Load component Load Window total 897 soft 21229 Btuh Wall total 2684 soft 31403 Btuh Door total 21 sqft 222 Btuh Ceiling total 1400 sqft 1120 etuh Floor total See detail report 9125 Btuh Infiltration 244 cfm 61f51 Btuh Subtotal 3520 Dtuh 69268 Btuh Duct loss 7200 Btuh 3463 Rtuh TOTAL HEAT LOSS 87118 Stull 72731 Btuh SUMMER CA Summer Coolin Load component Load Window total 897 sqft 33285 Btuh Wall total 2684 soft 20935 Btuh Door total 21 soft 218 Btuh Ceiling total 1400 still 1960 Btuh Floor total 0 Btuh infiltration 213 cfm 3520 Dtuh Internal gain 7200 Btuh Subtotal(sensible) 87118 Stull Duct gain - Total sensible gain 73830 Binh Latent gain(infiltration) : 1 Latent gain(internal) 5760 Btuh Total latent gain 13884 Btuh TOTAL HEAT GAIN 87714 Btuh EnergyGaugee System Siting based on ACCA Manual J. PREPARED BY: Clement DiFillippo ,AIA DATE: ErtergyGaugettts FLRCPt3 v3.30 LI System Sizing Calculations - Summer Residential Load - Component Details Project Title: Mr. & Mrs. Ruslan lvanov Residence Renovation Mr, & Mrs. Ruslan Ivanov 171NW91str. Miami Shores, FL 33138 - Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Type Overhang Window Partes/SHGC/U/h1ShJE)ShOntt . Len H.t 2 3 . 4 5 6 7 s 9 10 11 12 13 14 15 Walls Doors 1 Ceilings 1, S1-113t; =0.45, 1.05, 8, N N 1, SHGCT-70.53, 0.98, B, N H 1, SHGC =0.53. 1.11, B. N N 1. SHGC -0.37, 1.01, B, N N 1, SHGC =0.53, 0.98. 6, N 0 1, .01 100.-0.45, 1.00, 6, N E 1, SHGC�0,53, 1.11, 8, N t= 1, SHGC =0.37, 1.01, B, N 0 1, S1-1GC -0.45, 1.06. 8, N 5 1, SHGC =0.53, 1.11, 0, N 3 1, 61-100 -Q,53, 0.90, B, N S 1, SHGC =0.45, 1.06, B, N W 1, SHG10=0.53, 1.11, 0, N W 1, SHGC= 0.5:3, 0.98, 0, N W 1, SHGC=0.37, 1.01, B, N W W_ indow Total Type concrete - Exterior Wall Total Type Wood - Exter Door 'arta! Type/Color Under Attic/Dark Geilinc Total Floors Type 1 Raised Woad 2 Raised Woad Infiltration Internal aln Floor TTotal Type Natural Mechanical infiltration Total OSP 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 o 0 R -Value Code Only Professional Version Climate: South 8/25/2004 Window Area(sgft) HTM Gross Shade. Unshaded Shaded Unshaded Load 29,3 24.6 0.0 38,0 0.0 42.0 0.0 180,0 0.0 46.5 0.0 21.0 0.0 42.0 0.0 12,0 0.0 40.0 0,0 138.0 0,0 30,0 0.0 146.0 0.0 68.0 0,0 42.0 0.0 0.0 897 29.3 24.5 36.0 42.0 180.0 46.5 21.0 42.0 12,0 40.0 136.0 30.0 146.0 68,0 42.0 16 15 17 15 15 16 17 15 18 17 15 16 17 15 15 18 15 17 15 46 46 48 43 25 26 24 46 48 46 43 Area HTM D.0 2684.0 7.8 2684.0 - Area HTM 21,0 10.4 21.0 R -Value Area HTM 30,0 1400.0 1.4 1400.0 R -Value Size HTM 0.0 2250.0 soft 0.0 0.0 1400.0 sift 0.0 468 Btuh 368 Btuh 612 Btuh 630 Btuh 8280 Btuh 2139 Btuh 1008 Btuh 1800 Btuh 300 Btuh 1040 Btuh 3312 Btuh 1380 Btuh 7005 l3tuh 3128 Btuh 1606 etuh 33285 Htuh I nad 20935 Btuh 20935 Btuh Load 218 Stuh _ 218 Btuh 3650.0 ACH �.. Volume CFM= 0.35 38500 • 213.3 0 213 Occupants 12 Load 1960 Bath 1980 Stuh Load O stun O Btuh U Btuh Load 3520 Bfuh 0 Btuh 3520 Btuh Btuh /occupant Appliance X 300 + 3600 Energyciaugee, I-LRGPB v3.30 Load 7200 Btuh Manual J Summer Calculations Residential Load ® Component Details (continued) Mr, & Ruslan lvanov 171NW91str. Miami Shores, FL 38138= Totals for Cooling Project Title: Code Only Mr. & Mrs. Ruslan lvanov Residence Renovation Professional Version Climate: South Subtotal 8/25/2004 Duct gain (using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (12 people @ 230 Btuh per person, Latent other gain TOTAL GAIN Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (U - Window (1- Factor or'DEF' for default) {lnSh - Interior shading devise. nune(N), BIInoG /CJapenes(8) or Roller Shades(R)) (ExSh - Exterior shading device: none {N) or numerical value) (Galt - compass orientation) EnergyC;augegt FLRCPB va,3o 67118 Btuh 0712 Btur 73830 Btuh 8124 Btuh 2760 Btuh 3000 Btuh 87714 finch System Sizing Calculations - Winter Residential Load - Component Details Mr. & Mrs. Ruaian Mmuv Project Title: Code Only 171 NW 91 str. Mr. & Mrs. Ruslan lvanov Residence Renovation Professional Version Miami Shores, FL 33138 - Climate! South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 -F 8/25/2004 Wirldo 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 Panes /SHGClFrame /U Orientation Area X _ HTM= 1, SHGC 0.45, Wood, 1.06 N 29.3 24.4 1, 3HGC- ;0.53, Wood, 0.98 N 24.5 22.5 1, SHGC=0.53, Wood, 1.11 N 36.0 25.5 1, SHGC= 0.37,Wrod. 1.01 N 42.0 23i2 1, SHGC =0.53, Wood, 0.98 E 180.0 22.5 1, SHGC =0.45, WOod, 1.06 E 46,5 24.4 1, SHGC0.53, Wood, 1.11 E 21.0 25.5 1, SHGC =0.37, Wood, 1.01 E 42,0 23.2 1, SHGC =0.45, Wood, 1.06 S 12.0 24.4 1, SHGC =0.53, Wood, 1.11 S 40.0 25.5 1, SHGC;0.53, Wood, 0.98 S 138.0 22.5 1, SHGC =0.46, Wood, 1.06 W 30.0 24.4 1, SHGC =0.53, Wood, 1.11 W 146.0 25.5 1, SHGC=0.53, Wood, 0.98 W 68.0 22.5 1, SHGC =0.37, Wood, 1.01 W 42.0 23.2 Window Trite! 807 R -Value Area X HTM= 11.7 Walls Type 1 Concrete - Exterior Wail Total Doors Type 1 Wood - Exter Door Total +f:eilittgS Type Fi -Valuo Area X HTM= 1 Under Attic 0.0 2684 2684 Load 714 Btuh 551 Btuh 918 Btuh 974 Btuh 4050 Btuh 1135 Btuh 536 Btuh 974 Btuh 293 Btuh 1020 Btuh 3105 Btuh 732 Btuh 3723 Btuh 1530 Btuh 974 Btuh 21229 Btuh Area X 21 21 HTM= 10.6 Ceiling Total Flown Typo 1 Raised Wood /Enclosed 2 Raised Wood /Enclosed Floor Total Inflitrtlon Type Natural Mechanical infiltration l'otal Totals for beating 30.0 1400 0,8 R -Value 0 0 1400 Stze X 2250.0 sqft 1400,0 sqft 3650 Load 31403 Btuh 31403 Btuh Load 222 Btuh 222Btuh Load 1120 Btuh H I M= 2.5 2.6 ACH X Building Volume CF /1= 244 0 244 0.40 36500(sqft) Subtotal Duct Loss(usinq duct multiplier of 0,05) • tat Btuh c's 1120Btuh Load 5625 Btuh 3500 Btuh 9125 Btuh. Load 6169 Stuh 0 Rtuh 6169Bt h ElluiyyGaugee+ FLR.GPE v& U 69268 Btuh 3463 Btuh 72731 Btuh Manual J Winter Calculations Residential Load - Component Details (continued) Mr. & Mrs. RueIan Ivanov Project Title: Code Only 171 NW 91 str. Mr. & Mrs. Ruslan ivanQv Residence Renovation Professional Version Miami Shores, FL 33138- ClirnRtF4' South 8/2512004 Key: Window types (St -I3C - Shading coefficient of glass as SHGC numeritpl value► or as or or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - Manual.] Hoot Trenafer Multiplier) Key: Floor size (perimeter(p) for slab - on-grade or area for all other floor types ) Encrgyeaugeal rLr:CPB v3,30 (r. Clement DiFillippo, AIA, PE Architect — Engineer 1680 Michigan Ave., Suite #916 Miami Beach, FL. 33139 August 24, 2004 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL. 33138 RE: Ruslan Residence 171 NW 91st Street Miami Shores, FL. Permit # BP04 -1039 ATTN: Building Official Tel.(305)672 -6312 Fax (305)672 -7538 e -mail: difillippoAearthlink.net We have submitted revised sheets, A -5, A -6, M -1 and M -2 for the referenced project for your review and approval. The following list of items are in response to the "Critique Sheets ", dated 8 -4 -04 and 8 -5 -04. Zoning: 1. Updated property survey with construction elevations are submitted. 2. A sample of the driveway pavers will be submitted. 3. New work includes the circular driveway connected to existing. Sheet A -1 shows new and property survey shows existing. 4. Updated survey shows construction elevations. Structural: / 1. Owner will submit Product Approvals from manufacturer for all windows and exterior doors. 2. New crawlspace access is shown on Sheet A -6, at North Elevation 3. Sheet S -1 shows framing plans. Everything is existing and the new work is labeled. ✓ 4. Structural calculations are submitted. f 5. Wind load calculations are submitted and wind pressures are shown on the Building Elevations, on sheets A -5 and A -6, revision #1. 6. Window access panels are shown on Sheets A -5 and A -6, casement windows. Mechanical: 1. Energy calculations (3 copies) are submitted Method "A" ( Residential ) 2. Cooling calculations (2 copies) are submitted. 3. Appendix "A" data (HVAC Design Requires), on sheet M -2 Revised sheets, A -5, A -6, M -1 and M -2, are submitted and to be included with the permits sets. Please advise if other information is needed. Sincerel Clement DiFillippo, AIA,PE .file: ruslan \82404 Miami Shores Village Building Department Permit No. Page 1 of 9/28/0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (3.05) 795.2204 F.... (305) 756.8972 S OND CRI QUE BUILDI CRI QUE SHEET P 04 -1039 1. Still need to submit elec ' 'cal, mechanical, plumbing permit applications. 2. Still need separate ermit a ► s lication and shop drawings for awnings. CURTIS ' RAIG 9/28/04 305-795- 204 Miami Shores Village Building Department Permit No. Page 1 of 2 9/14/04 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1039 1. Address mechanical and P &Z comments. 2. Submit electrical, mechanical, plumbing permit applications. 3. Need separate permit applications for awnings. 4. Provide a cut - section detail for new bearing wall in master bath including framing and anchorage top and bottom. FBC 104.2.1 Follow the procedures for submission of corrected plans on the next page for your re- submittal. SEP 16 EH1'D Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/14/04 305 -795 -2204 JOB AODEIESS CRITIQUE SHEET �cc 737 APPLICANT PHONE # APPLICATION 4171 LZ . SHEEC. OF MISCELLANEOUS M 3i(_. 7 -725- PERMIT NO.. ADDRESS: MIAMI SHORES BUILDING / ZON VILLAGE NG DEPARTMENT* SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING ARE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sttb}ect to compliance with alt Fedetxi. Stat County. Village rides sod regulations. Verge mum( no 'responsibility for accurtcy *flan results fro these plans. 2. This copy of plans must ha evalttbta c building site or no inspection wilt he conducts DATE ZONING : SEP 1 s arD COMMENTS y 5'(4, t( f 63) 5 (.9v Aie[ 4y J`f /not .0 ` )10 Tat LrofT Li 5 f a u.kai E RE, o+ eeti r Gvkt f • e.1 (i (/tee -c° p t,131. A749" ? at.f e eleterior Caltcmi .5 lr1 ,GLivi,e (c9 tft/La I, tv6 tri a" CS L86'- 8c- carwi l rte ( ako p �tlga EPJor�Itov 8raosttnir Skow Cavdial P"d/ti' 69 -6) 'e kke panne - r n a) pele` i'i 7 INITIALS Miami Shores Village Building Department Permit No. Page 1 of 2 9/14/04 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1039 1. Address mechanical and P &Z comments. 2. Submit electrical, mechanical, plumbing permit applications. 3. Need separate permit applications for awnings. 4. Provide a cut - section detail for new bearing wall in master bath including framing and anchorage top and bottom. FBC 104.2.1 • Follow the procedures for submission of corrected plans on the next page for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/14/04 305 - 795 -2204 .JOB ADDRESS APPLICANT PHONE # APPLICATION SHEET O� . MISCELLANEOUS CRITIQUE SHEET _ 17( lV N) ql 5r v ft-nroV PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING 1 ZON NG DEPARTMENT' SECTION BY I DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to coatptianoa wtth alt Federal, Stat County .Village rules end regulations. Mtge assume na •respansiblilty for accuracy oflor results fro these puns. 2. This copy of plans must be available c building cite or to Inspection will be coaducte DATE COMMENTS 11\114A--r 5(2_6 pif, v6-t4my amz5 -tltiQ J Lo - (6 s. 1.{'t ou ce'10 ? ) 5 INITIALS fir 47 Lt Wr- t5 eb-+ elt/ 7-X56 ?./ 3 5104 r te , � 1 / & ( / 1 l -�- /491"10 PQr if '?. L ID� TfFC�- - 13, kV' S eel on c C.-� LJ (, %r 5 J_ o Ni x/4 SEP 16 en JOB ADDRESS CRITIQUE SHEET APPLICANT PHONE f€ APPLICATION L�Z-- SHEET OF MISCELLANEOUS _ p 67 o 7 PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT* SECTION BY DATE ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sated to coMptianoe with att Fadatat, Stat Cocmty.Vwage rules and regulations. Wage essunn no respanstb(iity for mutter 4flar results fra these plans. 2, This copy of plans must hs available fsutiding site or no Inspection VII he conducte DATE ZtJ IJJtj • COMMENTS Ci _ 5C04/ /e S P t7 M a v 6 l Ln INITIALS kJb t'A V CSI t. a'r calm?), to rt . a ft p 10 (-a Iet!ex -Koch t�ra�.sin�S skbou Can.oer s i{'� -rd ��-6� C j e a(t9 p(artnt_ot_ -�a r tk perm-ti 7 Miami Shores Village Building Department • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. le31 Job Name .1 va v 171 Niv 1154 SA- le 4- 2m 4 STRUCTURAL CRITIQUE SHEET CO 54,i/ Pi-eehiC/ 5 lir- ez,) e (, kV/4;1 de e..1,-s Cioyeici? (--) See, 3/15.-z sA---1../c 451c,A- Lap - jpe.ce. q1-1,1 (Yr ; .1- A Z,1 Mii - b te/cr/d -e / or2 -2- I,- to F-Lee,i PL/tai .5'Aetv Li)17/cil met4 bevi acre reh4a*Pri) elea wti f-ei- aye ilea), V 0" Pn'tilde i-//4,15 be4142.$ kid e X 5/. TB be ficreet7 PdM. geeaz 44 GAfrvie Ren/i1. 6, Priv ,d Wi4 eket VI 4r1.ei (1) On afeLe','' 51, zrtti- 'ell iv 1;4 de-Lc! Mee E6/z /55 1--e7,41/;/-80414-6, • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. .Al2(54 A6 3 S Job Name 7I,/, .V .&-i Date 0 -©d ,•a MECHANICAL CRITIQUE SHEET 0/ 541 II 0A/ eiv .b ‘a, 1,./)11 )/ IL I COPY STRUCTURAL CALCULATIONS DATE: 8 -08 -04 REVISED: PROJECT: Ruslan Ivanov Residence ( Renovations ) ADDRESS: 171 NW 91 't. Street Miami Shores, FL. 33150 SUBJECT: Structural calculations for home renovations PERMIT No. ARCHITECT: ENGINEER: Clement DiFillippo, AIA #7524 1680 Michigan Ave., Suite #916 Miami Beach, FL. 33139 Tel. 305- 672 -6312 Clement DiFillippo, AIA, PE #203 1680 Michigan Ave. Suite #916 Miami Beach, FL. 33139 Te. 305- 672 -6312 TOTAL PAGES: Structural Calculations file: \Ruslan \calc.doc Date: 8 -08 -04 Revised: PROJECT: Ruslan Ivanov Residence ( Renovations ) 171 NW 91 sr Street Miami Shores, FL. 33150 PERMIT No. SUBJECT: Structural calculations for home renovations Code: Florida Building Code: 2001 edition 1. Design Loads Floor Loads: Live Loads = 40 psf Partition loads = 25 psf Total Superimposed Live Load = 65 psf Roof Loads: Gravity Loads: TL = DL + LL = 30 + 15 = 45.0 psf Wind Loads: ( Components & Cladding, h < 60 feet ) Wind velocity = 146 mph (FBC 1619.2) Exposure `C' (FBC 16193) NOTE: See Wind Pressures Calculations - -- Windows and Doors and building elevations, Sheets A -5 and A -6 2. Beams Ceiling Master Bedroom Roof w = 6 x 45 = 270 plf Ceiling w = 6 x 10 = 60 pl. w = 330 plf Moment M= 330 x 11.02 /8= 4,991 ft# Use Steel Beam: W6x9 - -- Mr =11.0 k -ft > 4.9 k -ft OK Beam ( 2nd floor — kitchen - breakfast rooms ) 2 °d FL w = 6 x 65 = 390 plf Ceiling w = 6 x 10 = 60 plf w = 450 plf Moment M = 450 x 11.02/ 8 = 6,806 ft# Use Steel Beam: W6x9 Mr = 11.0 k -ft OK Beam ( 2nd floor - -- kitchen / family rooms ) 2nd FL w = 15 x 65 = 975 plf ceiling w = 15 x 10 150 plf w = 1,125 plf Moment Mu = 1,125 x 10.02/ 8 = 14,062 ft# Use Steel Beam: W6x12 Mr = 15.0 k -ft > 14.0 OK Reaction : R = 1,125 x 5 = 5,625# Use Steel Tube Col: 3x3x1/4" Pr = 33.0 kips @ 10 feet > 5.6 kips OK Beam ( 2nd Floor -- family — game rooms ) Existing tie beam 8x16 - -- check loads P 2nd FL. w = 12 x 65 = 780 plf Wall w = 11 x 50 = 550 plf Roof w = 7 x 45 = 315 plf Beam w = 150 plf Total w = 1,795 plf wu = 1.5 x 1,795 = 2,692 plf Moment Mu = 2,692 x 9.12/ 8 = 27,870 ft# Concrete Pc = 3000 psi, Beam 8x16 , d = 14 ", s = 7" max. Use: 8x16 beam w/ 2 #5 top & 2 #5 bottom Mr = 36.5 k -ft OK Vu = 2,692 x 9.1 / 2 = 12,248# note: Vc = 10.4 kips Use: End Stirrups: #3 ties @ 7", Vr = 33.0 kips > 12.2 kips OK Check 2nd floor joists under Jacuzzi Joist span = 14 feet Jacuzzi weigh = 1,100 # (w/ water ) Floor W = 5 x 14 x 65 = 4,550 # (5 foot strip load ) M = WL /8 = 4,550 x 14 / 8 = 7,962 lift M = Pab/L = 1,100 x 5 x 9 / 14 = 3,535 #ft ( for Jacuzzi ) Total Moment M = 11,497 #fl Sx = M / fy = 11,497 x 12 / 1,250 psi = 110.4 in3 (Total) Joist: (2x12) , Sx = 31.6 Joists needed = 110.4 / 31.6 = 3.5 joists, Use 6 joists (total) BEAM MOMENT TABLE ******************************************************************************** FC = 3000.0 PSI FY = 60000.0 PSI B = 8.0 IN. D (IN.) 10.0 12.0 14.0 16.0 BARS AS(SQ.IN.) MU(KIP-FT) / ASC(SQ.IN.) 2# 5 2# 6 3# 5 2# 7 4# 5 3# 6 5# 5 2# 8 4# 6 3# 7 6# 5 2# 9 7# 5 5# 6 3# 8 4# 7 8# 5 2#10 6# 6 9# 5 5# 7 3# 9 7# 6 2#11 4# 8 8# 6 6# 7 3#10 5# 8 9# 6 4# 9 7# 7 3#11 6# 8 8# 7 5# 9 4#10 9# 7 7# 8 6# 9 4#11 8# 8 5#10 7# 9 9# 8 6#10 5#11 8# 9 7#10 9# 9 6#11 10#9 .62 .88 .93 1.20 1.24 1.32 1.55 1.58 1.76 1.80 1.86 2.00 2.17 2.20 2.37 2.40 2.48 2.54 2.64 2.79 3.00 3.00 3.08 3.12 3.16 3.52 3.60 3.81 3.95 3.96 4.00 4.20 4.68 4.74 4.80 5.00 5.08 5.40 5.53 6.00 6.24 6.32 6.35 7.00 7.11 7.62 7.80 8.00 8.89 9.00 9.36 10.00 25.4 / .00 34.5 / .00 36.1 / .00 44.5 / .00 45.6 / .00 48.9 / .04 61.4 / .27 63.0 / .30 72.2 / .48 74.2 / .52 77.1 / .58 83.8 / .72 91.6 / .89 92.9 / .92 100.2 / 1.09 101.5 / 1.12 104.7 / 1.20 107.1 / 1.26 111.0 / 1.36 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 30.9 / .00 42.4 / .00 44.5 / .00 55.3 / .00 56.8 / .00 59.7 / .00 68.2 / .01 70.4 / .04 83.4 / .22 86.2 / .26 90.4 / .32 100.0 / .46 111.3 / .63 113.3 / .66 124.2 / .83 126.1 / .86 131.0 / .94 134.7 / 1.00 140.6 / 1.10 149.4 / 1.25 161.1 / 1.46 161.1 / 1.46 165.4 / 1.54 167.6 / 1.58 169.7 / 1.62 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 36.5 / .00 42.1 / .00 50.3 / .00 58.2 / .00 52.9 / .00 61.2 / .00 66.1 / .00 76.9 / .00 67.9 / .00 79.1 / .00 71.6 / .00 83.5 / .00 81.8 / .00 95.7 / .00 83.0 / .00 97.2 / .00 90.4 / .00 106.2 / .00 92.2 / .00 108.2 / .00 97.6 / .06 111.0 / .00 110.1 / .20 117.5 / .00 124.9 / .37 132.2 / .12 127.5 / .40 135.3 / .15 141.8 / .57 152.8 / .32 144.3 / .60 155.8 / .35 150.9 / .68 163.8 / .43 155.8 / .74 169.8 / .49 163.9 / .84 179.6 / .59 175.7 / .99 194.2 / .74 191.8 / 1.20 214.0 / .95 191.8 / 1.20 214.0 / .95 197.7 / 1.28 221.4 / 1.03 200.7 / 1.32 225.1 / 1.07 203.6 / 1.36 228.7 / 1.11 229.0 / 1.72 260.6 / 1.47 234.4 / 1.80 267.4 / 1.55 248.2 / 2.01 285.0 / 1.76 257.1 / 2.15 296.4 / 1.90 257.7 / 2.16 297.2 / 1.91 260.2 / 2.20 300.4 / 1.95 .0 / .00 316.1 / 2.15 .0 / .00 351.6 / 2.63 .0 / .00 355.9 / 2.69 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 BEAM STIRRUP TABLE ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fc = 3000.0 PSI Fv = 60000.0 PSI B = 8.0 IN. D (IN.) 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Vc(KIPS) 7.4 8.9 10.4 11.9 13.4 14.9 16.4 17.9 *Av(min) .033 .040 .047 .053 .060 .067 .073 .080 TIES Av(sq.in /ft) Vu (KIPS) #3 @18" .15 13.8 16.6 19.4 22.1 24.9 27.6 30.4 33.2 3 #3 @16" .17 14.7 17.6 20.5 23.5 26.4 29.3 32.3 35.2 3 #3 @14" .19 15.5 18.6 21.7 24.8 27.9 31.0 34.2 37.3 4 #3 @12" .22 16.8 20.2 23.5 26.9 30.2 33.6 37.0 40.3 4 #3 @11" .24 17.6 21.2 24.7 28.2 31.8 35.3 38.8 42.4 4 #3 @10" .26 18.5 22.2 25.9 29.6 33.3 37.0 40.7 44.4 4 #4 @18" .27 18.9 22.7 26.5 30.3 34.1 37.8 41.6 45.4 4 #3@ 9" .29 19.8 23.7 27.7 31.6 35.6 39.5 43.5 47.5 5 #4 @16" .30 20.2 24.2 28.3 32.3 36.4 40.4 44.4 48.5 5 #3@ 8" .33 21.5 25.8 30.1 34.4 38.7 42.9 47.2 51.5 5 #4 @14" .34 21.9 26.3 30.7 35.0 39.4 43.8 48.2 52.6 5 #3@ 7" .38 23.6 28.3 33.0 37.8 42.5 47.2 51.9 56.6 6 #4 @12" .40 24.4 29.3 34.2 39.1 44.0 48.9 53.8 58.7 6 #3@ 6" .44 26.1 31.4 36.6 41.8 47.1 52.3 57.5 62.8 6 #4 @11" .44 26.1 31.4 36.6 41.8 47.1 52.3 57.5 62.8 6 #4 @10" .48 27.8 33.4 39.0 44.6 50.1 55.7 61.3 66.8 7 #3@ 5" .53 30.0 36.0 42.0 48.0 54.0 59.9 65.9 71.9 7 #4@ 9" .53 30.0 36.0 42.0 48.0 54.0 59.9 65.9 71.9 7 #4@ 8" .60 32.9 39.5 46.1 52.7 59.3 65.9 72.5 79.1 8 #3@ 4" .66 35.5 42.6 49.7 56.8 63.9 71.0 78.1 85.2 9 2 - #3@ 8" .66 35.5 42.6 49.7 56.8 63.9 71.0 78.1 85.2 9 #4@ 7" .69 36.8 44.1 51.5 58.8 66.2 73.5 80.9 88.3 9 2 - #3@ 7" .76 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 6" .80 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 6" .88 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 5" .96 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 5" 1.06 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 9" 1.06 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 4" 1.20 .0 .0 .0 .0 .0 .0 .0 .0 2 -#3@ 4" 1.32 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 7" 1.38 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 6" 1.60 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 5" 1.92 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 4" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 6" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 8" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 4 - #3@ 4" 2.64 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 7" 2.74 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 5" 2.88 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 6" 3.20 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 4" 3.60 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 5" 3.84 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 4" 4.80 .0 .0 .0 .0 .0 .0 .0 .0 * Av(min) REQUIRED WHEN Vu > (Vc /2) AND TIE SPACING CAN NOT EXCEED d/2 NOR 24 ". CLEMENT DIFILLIPPO, AIA,PE ARCHITECT - ENGINEER 1680 MICHIGAN AVE., MIAMI BEACH, FL. 33139 TEL. (305) 672 -6312 ASCE WALL COMPONENT WIND PRESSURES - - -- ASCE 7 -98 ( ASCEWALL.FOR ) TITLE: Ruslan Ivanov Residence ( 171 NW 91st Street ) EXPOSURE C pz = qz ( GCp - GCpi ) ph = qh ( GCp - GCpi ) ROOF HT = 23.00' MAIN ROOF LEVEL ZONE #4 ZONE #5 WALL AREA HT. psf psf 9.00 23.0 Kz = .93 qz = 43.1 50.8 50.8 Kh = .93 qh = 43.1 -55.1 -68.1 10.00 23.0 Kz = .93 qz = 43.1 50.8 50.8 Kh = .93 qh = 43.1 -55.1 -68.1 11.00 23.0 Kz = .93 qz = 43.1 50.5 50.5 Kh = .93 qh = 43.1 -54.8 -67.4 12.00 23.0 Kz = .93 qz = 43.1 50.2 50.2 Kh = .93 qh = 43.1 -54.5 -66.9 13.00 23.0 Kz = .93 qz = 43.1 50.0 50.0 Kh = .93 qh = 43.1 -54.3 -66.3 14.00 23.0 Kz = .93 qz = 43.1 49.7 49.7 Kh = .93 qh = 43.1 -54.0 -65.8 15.00 23.0 Kz = .93 qz = 43.1 49.5 49.5 Kh = .93 qh = 43.1 -53.8 -65.4 16.00 23.0 Kz = .93 qz = 43.1 49.3 49.3 Kh = .93 qh = 43.1 -53.6 -65.0 17.00 23.0 Kz = .93 qz = 43.1 49.1 49.1 Kh = .93 qh = 43.1 -53.4 -64.6 18.00 23.0 Kz = .93 qz = 43.1 48.9 48.9 Kh = .93 qh = 43.1 -53.2 -64.2 19.00 23.0 Kz = .93 qz = 43.1 48.7 48.7 Kh = .93 qh = 43.1 -53.0 -63.8 20.00 23.0 Kz = .93 qz = 43.1 48.6 48.6 Kh = .93 qh = 43.1 -52.9 -63.5 21.00 23.0 Kz = .93 qz = 43.1 48.4 48.4 Kh = .93 qh = 43.1 -52.7 -63.2 22.00 23.0 Kz = .93 qz = 43.1 48.3 48.3 Kh = .93 qh = 43.1 -52.6 -62.9 23.00 23.0 Kz = .93 qz = 43.1 48.1 48.1 Kh = .93 qh = 43.1 -52.4 -62.6 28.00 23.0 Kz = .93 qz = 43.1 47.4 47.4 Kh = .93 qh = 43.1 -51.7 -61.3 30.00 23.0 Kz = .93 qz = 43.1 47.2 47.2 Kh = .93 qh = 43.1 -51.5 -60.8 35.00 23.0 Kz = .93 qz = 43.1 46.7 46.7 Kh = .93 qh = 43.1 -51.0 -59.8 40.00 23.0 Kz = .93 qz = 43.1 46.3 46.3 Kh = .93 qh = 43.1 -50.6 -58.9 * * * * * ** DATA FILE * * * * * * * * * * ** ASCEW.DAT Ruslan Ivanov Residence ( 171 NW 91st Street ) 146.00 1.00 1 0 .85 1.00 .85 -.18 .18 23.00 MAIN ROOF LEVEL AREA HT GC4 GC4 GC5 GC5 9.00 23.00 1.000 -1.100 1.000 -1.400 10.00 23.00 1.000 -1.100 1.000 -1.400 11.00 23.00 .993 -1.093 .993 -1.385 12.00 23.00 .986 -1.086 .986 -1.372 13.00 23.00 .980 -1.080 .980 -1.360 14.00 23.00 .974 -1.074 .974 -1.348 15.00 23.00 .969 -1.069 .969 -1.338 16.00 23.00 .964 -1.064 .964 -1.328 17.00 23.00 .959 -1.059 .959 -1.319 18.00 23.00 .955 -1.055 .955 -1.310 19.00 23.00 .951 -1.051 .951 -1.302 20.00 23.00 .947 -1.047 .947 -1.294 21.00 23.00 .943 -1.043 .943 -1.286 22.00 23.00 .940 -1.040 .940 -1.279 23.00 23.00 .936 -1.036 .936 -1.272 28.00 23.00 .921 -1.021 .921 -1.242 30.00 23.00 .916 -1.016 .916 -1.231 35.00 23.00 .904 -1.004 .904 -1.208 40.00 23.00 .894 -.994 .894 -1.187 .00 .00 .000 .000 .000 .000 CLEMENT DIFILLIPPO, AIA,PE ARCHITECT - ENGINEER 1680 MICHIGAN AVE., MIAMI BEACH, FL. 33139 TEL. (305) 672 -6312 WALL COEFFICIENTS (WALLCOEF.FOR) - -- ASCE 7 -98 ZONE #4 ZONE #5 ROOF HT. = 23.00 FT. COEF. COEF. WALL AREAS (sq.ft.) 7.00 1.000 -1.100 1.000 -1.400 8.00 1.000 -1.100 1.000 - 1.400. 9.00 1.000 -1.100 1.000 -1.400 10.00 1.000 -1.100 1.000 -1.400 11.00 .993 -1.093 .993 -1.385 12.00 .986 -1.086 .986 -1.372 13.00 .980 -1.080 .980 -1.360 14.00 .974 -1.074 .974 -1.348 15.00 .969 -1.069 .969 -1.338 16.00 .964 -1.064 .964 -1.328 17.00 .959 -1.059 .959 -1.319 18.00 .955 -1.055 .955 -1.310 19.00 .951 -1.051 .951 -1.302 20.00 .947 -1.047 .947 -1.294 21.00 .943 -1.043 .943 - 1.286 22.00 .940 -1.040 .940 -1.279 23.00 .936 -1.036 .936 -1.272 24.00 . .933 -1.033 .933 -1.266 25.00 .930 -1.030 .930 -1.259 26.00 .927 -1.027 .927 -1.253 27.00 .924 -1.024 .924 -1.248 28.00 .921 -1.021 .921 -1.242 29.00 .918 -1.018 .918 -1.237 30.00 .916 -1.016 .916 -1.231 33.00 .908 -1.008 .908 -1.217 35.00 .904 -1.004 .904 -1.208 40.00 .894 -.994 .894 -1.187 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES omponeut im Caadd I) Figure 6 -5A External Pressure Coefficients, GCI, Enclosed, Partially Enclosed Buildings External Pressure Coefficient, GCp -1.8 -1.6 -1.4 -12 -1.0 -0.8 -0.6 -0.4 -0.2 0 +0.2 +0.4 +0.6 +0.8 +1.0 +1.2 1 (0.1) 10 Walls 500 © &4 -1.4 -1.1 -0.8 +0.7 +1.0 10 20 50 100 200 5001000 (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (92.9) Effective Wind Area, ft2 (m2 ) Notes: 1. Vertical scale denotes GCp to be used with q,,. 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GC„ for walls shall be reduced by 10% when 0 S 10 °. 6. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (1 m). h: Mean roof height, in feet (meters), except that eave height shall be used for 0 S 10 °. 0: Angle of plane of roof from horizontal, in degrees. 44 QD Clement DiFillippo, AIA, PE Architect — Engineer 1680 Michigan Ave., Suite #916 Miami Beach, FL. 33139 September 21, 2004 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL. 33138 RE: Ruslan Residence 171 NW 91st Street Miami Shores, FL. Tel. (305)672-6312 Fax (305)672 -7538 e-mail. difillippoAearthlink.net Permit # BP04 -1039 ATTN: Curtis Craig, Building Official We have submitted revised sheets, S -1 and S -2, with revision date 9 -21 -04 for the referenced project for your review and approval. As per our phone conversation, I have provided roof straps to all rafters that are supported by new or revised bearing partitions. I have highlighted these revisions on the revised sheets. I have also included a new set of structural calculations to reflect these changes. Please advise if additional information is needed. Sincerely, Clement DWillippo, AIA,PE .file: ruslan\92104 FOL10#: -- 1131010000180 C.O.R.: '10.70 FT FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 3- 0006722 SECTION A - • ROPE - TY OWNER INFORMATION �?", B6. FIRM INDEX B7. FIRM PANEL BUILDING OWNER'S NAME RUSLAN IVANOV AND SARABELLE SYLVA DATE EFFECTIVE/REVISED DATE BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 171 NW 91 ST °, 12025C0090 s n n CITY STATE 'MIAMI SHORES FL,., X ZIP CODE 33150 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot Blo according to the plat thereof as recorded in Plat Book at Page of the County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if ne RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ## - /HP - ##.##° or ##.#####) HORIZONTAL DATUM: SOURCE: 1 I NAD 1927 1 I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATIO B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B3. STATE FL B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0090 J 07/17/1995 03/02/1994 X N/A B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered n B9. 11 FIS Profile I XI FIRM I I Community Determined I I Other (Describe): BI 1.Indicate the elevation datum used for the BFE in B9: 1 X I NGVD 1929 I I NAVD 1988 I (Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: u Yes 111 No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buikiinq elevations are based on: I I Construction Drawings* 1 I Building Under Construction* 1 4 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 31 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments N/A Elevation reference mark used 6 Does the elevation reference mark used appear on the FIRM? Ll Yes O a) Top of bottom floor (including basement or enclosure) 13.25 ft,(m) O b) Top of next higher floor N/A fL(m) O c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) O d) Attached garage (top of slab) 11.01 ft.(m) O e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) 10.86 ft.(m) O f) Lowest adjacent (finished) grade (LAG) 10.71 ft.(m) O g) Highest adjacent (finished) grade (HAG) 10.93 ft.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 O i) Total area of all permanent openings (flood vents) in C3.h ICJ sq. In. (sq. cm) L1 No #5204 08/18/2004 Ucens=;( 'ber, mbossed Seal, nature, and Date SECTION D - SURVEYOR, ENGINEER. OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the Information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER John Ibarra 5204 TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. ADDRESS CITY STATE ZIP CODE 5582 N.W. 7 H ST 4 , SUITE 202 MIAMI FL 33126 SIGNATURE DATE TELEPHONE 08/18/2004 (305) 264 -2660 FEMA Form 81 -31, J ' 2003 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces. copy the corresponding Information from Section A. 3- 0006722 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NO. 171 NW 91 ST CITY STATE ZIP CODE MIAMI SHORES FL 33150 SECTION D - SURVEYOR, ENGINEERt OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. - COMMENTS SECTION C3(E) LOWEST ELEVATION OF MACHINERY IS THE A/C I—I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. if the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I I ft.(m) I I 1 in.(cm) 1 1 above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I 1 ft.(m) 1 1 I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME RIISLAN IVANOV AND SARABELLE SYLVA ADDRESS CITY STATE ZIP CODE 171 NW 91 ST MIAMI SHORES FL 33150 SIGNATURE DATE TELEPHONE COMMENTS LI Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1 I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I I A community official completed Section E for a building located in Zone A (without a FEMA-Issued or community - issued BFE) or Zone AO. G3. I I The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for I I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: ft.(m) Datum: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I I Check here if attachments FEMA Form 81 -31. JAN 2003 REPLACES ALL PREVIOUS EDITIONS 5582 N.W. 7th STREET SUITE 202 MIAMI. FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: H.C. Kays PuruPgors ynr. LAND SURVEYORS SURVEY No, 03 -6722 SHEET No.__OF__ z F.N.D. NO ID 1.35'CL F.I.P 1/2' NO CAP 1.00'CL BOUNDARY SURVEY 153.60' SCALE =1" : 30' 5' CLF F.N.D. NO ID 1.20' CL. 1.15'ENCR 1.60' CL 4b o• 1 0.50' X0.50 COLUMN 0.50'CL 0.50'CL + 41" F.I.P 1/2' NO CAP F.I.P 1/2' NO CAP SURVEYORS NOTE: THERE MAY BE EASEM fTS RECORDED IN DE PUSUC RECORDS NOT 9409N ON THIS SURVEY 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264, -0229 DRAW BY: Komi put-urgers linr. LAND SURVEYORS SURVEY Na3-0006722 SHEET No OF Legal Description: The South 198.87 feet of the East 153.6 feet of the West 288.6 feet of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 being in Section 1, Township 53 South, Range 41 East, of the Public Records of Miami -Dade County, Florida. Less the South 35 feet for Road Right -of -Way. Said lands situate lying and being in Miami -Dade: County, Florida. Property Address: 171 NW 91 ST, MIAMI SHOR S, FL 33150 For : RUSLAN IVANOV LOCATION SKETCH scale 1"= NT.S. RD W D - Center of Sec l -SJ-41 ' NW - - TH re 91 yr- N V 11110.1 d 3 a i a 11 W r9 a / a a) ♦ 3 ✓: I. eo 1 IV tO " .y .11 N III R 1611 W 19. as al to n 1. A B B R E V I A T I O N A N D M E A N I N G A= ARC A /C= AIR CONDITIONER PAD. A.E.= ANCHOR EASEMENT. A /R= ALUMINIUM ROOF. A /S= ALUMINIUM SHED. ASPH.= ASPHALT. B.C.= BLOCK CORNER. BLDG.= BUILDING. B.M.= BENCH MARK B.O.B.= BASIS OF BEARINGS. C= CALCULATED F.F.E.= FINISHED FLOOR ELEVATION. F.N.D.= FOUND NAIL & DISK . FR= FRAME. FT= FEET. FNIP.= FEDERAL NATIONAL INSURANCE F.N.= FOUND NAIL H.= HIGH (HEIGHT) IN.&EG.= INGRESS AND EGRESS EASEMENT. LP= UGHT POLE. 0.13= CATCH BASIN. LF.E.= LOWEST FLOOR ELEVATION. C.B.5= CONCRETE BLOCK STRUCTURELM.E.= LAKE MAINTENANCE EASEMENT CBW= CONCRETE BLOCK WALL. '= MINUTES. CH= CHORD. CH.B.= CHORD BEARING. C_= CLEAR C.LF.= CHAIN UNK FENCE. C.M.E. CANAL MAINTENANCE EASEMENTS. CONC.= CONCRETE. C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • = DEGREES. E= EAST. M.= MEASURED DISTANCE. M /H= MANHOLE. M /L= MONUMENT UNE. N.A.P.= NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N.= NORTH. N.T.S.= NOT TO SCALE. #-NO.= NUMBER. 0 /5= OFFSET. 0.H.= OVERHEAD #6044 O.H.L= OVERHEAD UTUTY UNES OVH= OVERHANG PVMT.= PAVEMENT. E.T.P.= ELECTRIC TRANSFORMER PAD PL= PLANTER. ELEV.= ELEVATION. P/ ° PROPERTY UNE. ENCR.= ENCROACHMENT. F.H.= FIRE HYDRANT. F.I.P.= FOUND IRON PIPE. F.I.R.= FOUND IRON ROD. P.C.C.= POINT OF COMPOUND CURVE P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. POC.= POINT OF COMMENCEMENT. POS.= POINT OF BEGINNING. P.R.C.= POINT OF REVERSE CURVE P.B.= PLAT BOOK. PG.= PAGE. PWY= PARKWAY. PRM= PERMANENT REFERENCE MONUMENT. P.LS.= PROFESSIONAL LAND SURVEYOR. R.= RECORDED DISTANCE. RR.= RAIL ROAD. RES.= RESIDENCE. R AW= RIGHT -OF -WAY. RAD.= RADIUS OF RADIAL R.P.= RADIUS POINT. RGE.= RANGE. SEC.= SECTION. STY.= STORY. SWK.= SIDEWALK. S.I.P.= SET IRON PIPE LB. #6044. S�= SOUTH. = SECONDS T= TANGENT. TWP =TOWNSHIP. UTIL= UTILITY. U.P.= UTILITY POLE. W.M.= WATER METER. W.F.= WOOD FENCE. W.S.= W000 SHED. W /R= WOOD ROOF. = CENTRAL ANGLE. c. = CENTER LINE. = ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS W RECORD. LEGAL DESCRIPTIONS PROVIDED BY CUENT OR AlltaIING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM °ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS 1NTH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCWSVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: RUSLAN IVANOV AND SARABELLE SYLVA Date: 06/06/2003 L E G E N D T Y P I C A L -x—x- CLF= CHAIN LINK FENCE =f2Z CBS. WALL (CBW) -O-O IF =IRON FENCE -OH- OVERHEAD UTILITY ONES 71/-#. WF=WOODFENCE 11 0.00 = EXISTING ELEVATIONS. � 0.00 = PROPOSED ELEVATIONS. S URVEYORS ' S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN TIE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP APS. 2). IF SHOWN ',2ELEVATIONS/AXRE REFERRED TO 4)4Je C u B M# N -54 V ELEV. J•4 5 FEET. t' 1 OF N.G.V.D. OF 1929. Lo ierin. Jo. ,(oO- 5w 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61617 -6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: .sbif' N v IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR N O . ' / STATE OF' FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). 6 -9- a3 REVISED ON: ! ! a -V4 uP i t fa REVISED ON- 05(tO(Ott of.Dkc 120652 - 0090 -J 1 H 1a 4 U la In al a n re 91 yr- N V 11110.1 d 3 a i a 11 W r9 a / a a) ♦ 3 ✓: I. eo 1 IV tO " .y .11 N III R 1611 W 19. as al to n 1. A B B R E V I A T I O N A N D M E A N I N G A= ARC A /C= AIR CONDITIONER PAD. A.E.= ANCHOR EASEMENT. A /R= ALUMINIUM ROOF. A /S= ALUMINIUM SHED. ASPH.= ASPHALT. B.C.= BLOCK CORNER. BLDG.= BUILDING. B.M.= BENCH MARK B.O.B.= BASIS OF BEARINGS. C= CALCULATED F.F.E.= FINISHED FLOOR ELEVATION. F.N.D.= FOUND NAIL & DISK . FR= FRAME. FT= FEET. FNIP.= FEDERAL NATIONAL INSURANCE F.N.= FOUND NAIL H.= HIGH (HEIGHT) IN.&EG.= INGRESS AND EGRESS EASEMENT. LP= UGHT POLE. 0.13= CATCH BASIN. LF.E.= LOWEST FLOOR ELEVATION. C.B.5= CONCRETE BLOCK STRUCTURELM.E.= LAKE MAINTENANCE EASEMENT CBW= CONCRETE BLOCK WALL. '= MINUTES. CH= CHORD. CH.B.= CHORD BEARING. C_= CLEAR C.LF.= CHAIN UNK FENCE. C.M.E. CANAL MAINTENANCE EASEMENTS. CONC.= CONCRETE. C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • = DEGREES. E= EAST. M.= MEASURED DISTANCE. M /H= MANHOLE. M /L= MONUMENT UNE. N.A.P.= NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N.= NORTH. N.T.S.= NOT TO SCALE. #-NO.= NUMBER. 0 /5= OFFSET. 0.H.= OVERHEAD #6044 O.H.L= OVERHEAD UTUTY UNES OVH= OVERHANG PVMT.= PAVEMENT. E.T.P.= ELECTRIC TRANSFORMER PAD PL= PLANTER. ELEV.= ELEVATION. P/ ° PROPERTY UNE. ENCR.= ENCROACHMENT. F.H.= FIRE HYDRANT. F.I.P.= FOUND IRON PIPE. F.I.R.= FOUND IRON ROD. P.C.C.= POINT OF COMPOUND CURVE P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. POC.= POINT OF COMMENCEMENT. POS.= POINT OF BEGINNING. P.R.C.= POINT OF REVERSE CURVE P.B.= PLAT BOOK. PG.= PAGE. PWY= PARKWAY. PRM= PERMANENT REFERENCE MONUMENT. P.LS.= PROFESSIONAL LAND SURVEYOR. R.= RECORDED DISTANCE. RR.= RAIL ROAD. RES.= RESIDENCE. R AW= RIGHT -OF -WAY. RAD.= RADIUS OF RADIAL R.P.= RADIUS POINT. RGE.= RANGE. SEC.= SECTION. STY.= STORY. SWK.= SIDEWALK. S.I.P.= SET IRON PIPE LB. #6044. S�= SOUTH. = SECONDS T= TANGENT. TWP =TOWNSHIP. UTIL= UTILITY. U.P.= UTILITY POLE. W.M.= WATER METER. W.F.= WOOD FENCE. W.S.= W000 SHED. W /R= WOOD ROOF. = CENTRAL ANGLE. c. = CENTER LINE. = ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS W RECORD. LEGAL DESCRIPTIONS PROVIDED BY CUENT OR AlltaIING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM °ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS 1NTH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCWSVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: RUSLAN IVANOV AND SARABELLE SYLVA Date: 06/06/2003 L E G E N D T Y P I C A L -x—x- CLF= CHAIN LINK FENCE =f2Z CBS. WALL (CBW) -O-O IF =IRON FENCE -OH- OVERHEAD UTILITY ONES 71/-#. WF=WOODFENCE 11 0.00 = EXISTING ELEVATIONS. � 0.00 = PROPOSED ELEVATIONS. S URVEYORS ' S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN TIE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP APS. 2). IF SHOWN ',2ELEVATIONS/AXRE REFERRED TO 4)4Je C u B M# N -54 V ELEV. J•4 5 FEET. t' 1 OF N.G.V.D. OF 1929. Lo ierin. Jo. ,(oO- 5w 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61617 -6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: .sbif' N v IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR N O . ' / STATE OF' FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). 6 -9- a3 REVISED ON: ! ! a -V4 uP i t fa REVISED ON- 05(tO(Ott of.Dkc 120652 - 0090 -J 5582 N.W. 7th STREET SUITE 202 MIAMI. FLORIDA 33126 TELEPHONE (305) 220-3171 FAX (305): 264-0229 DRAW BY: H.C. Komi Purveyors Itnr. LAND SURVEYORS SURVEY °No. 0374722 SHEET No. -2 -0F2 BOUNDARY SURVEY SCALE =1i : 80' , . i i i Y • �[ Y Y Y Ne t$ NN. + 23.80' L.F.E= 13.10' g F.F.E = 13.25 TWO STORY $ RESIDENCE e #171 41' +" 89.95' + "' 11.00' 23.70' 153.60' SURVEYORS NOTE: THERE MAY BE EASEMENTS RECORDED IN THE PUBIC RECORDS NOT SHIN ON THIS SURVEY 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 2641-0229 DRAW BY: gotta 'nruqotz �lnr. LAND SURVEYORS SURVEY Na-000F722 SHEET No OF Legal Description: The South 198.87 feet of the East 153.6 feet of the West 288.6 feet of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 being in Section 1, Township 53 South, Range 41 East, of the Public Records of Miami -Dade County, Florida. Less the South 35 feet for Road Right -of -Way. Said lands situate lying and being in Miami -Dade: County, Florida. Property Address: 171 NW 91 ST, MIAMI SHOR S, FL 33150 For: MMU AN MUM LOCATION SKETCH Scale 1". NT.S. RD W Carder • ci Sec / -33.91 :b...1.� W . -95TH $4.,. 111 8 1/11 4 a a 1' !7_1. 1 J a 91 _ Ii a O vo g` L %.: 4 a 1 i a I' 1 9 a Tie a a a i 1, �4 a 71 a13 ;.r R 180 I° 89 PI to M 'a A B B R E V I A T I O N A N D M E A A= ARC F.F.E.= FINISHED FLOOR ELEVATION. A /C= AIR CONDITIONER PAD. F.N.D.= FOUND NAIL & DISK . A.E.= ANCHOR EASEMENT. FR= FRAME. A/R= ALUMINIUM ROOF. FT= FEET. A /S= ALUMINIUM SHED. FNIP.= FEDERAL NATIONAL ASPH = ASPHALT. INSURANCE B.C.= BLOCK CORNER. F.N.= FOUND NAIL BLDG.= BUILDING. H.= HIGH (HEIGHT) B.M.= BENCH MARK IN.&EG.= INGRESS AND EGRESS B.O.B.= BASIS OF BEARINGS. EASEMENT. C= CALCULATED LP= UGHT POLE. C.B= CATCH BASIN. LF.E= LOWEST FLOOR ELEVATION. RES.= RESIDENCE. C.B.S= CONCRETE BLOCK STRUCTURELM.E.= LAKE MAINTENANCE EASEMENT R /W= RIGHT -OF -WAY. CBW= CONCRETE BLOCK WALL = MINUTES. RAD.= RADIUS OF RADIAL MEASURED DISTANCE. MANHOLE. MONUMENT UNE. NOT A PART OF. NATIONAL GEODETIC VERTICAL DATUM. NORTH. NOT TO SCALE NUMBER. OfSt1. OVERHEAD #6044 OVERHEAD UTILTY UNES N I N G P.R.C.- POINT OF REVERSE CURVE P.B.= PLAT BOOK. PG.= PAGE. PINY= PARKWAY. PRM= PERMANENT REFERENCE MONUMENT. P.LS.= PROFESSIONAL LAND SURVEYOR. R.= RECORDED DISTANCE. RR.- RAIL ROAD. = CHORD. CH.B.= CHORD BEARING. CL= CLEAR C.LF.= CHAIN UNK FENCE C.M.= CANAL MAINTENANCE CONC.= CN CONCRETE. C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY DEGREES. E= EAST. M.= M /H= M /L= N.A.P.= NGVD= N.= #-NO.= 0 /S= 0.H.= 0.H.L= OVH= PVMT.= ET P - ELECTRIC TR PI"= ANSFORMER PAD P/L= PROPERTY UNE ELEV.= ELEVATION. ENCR.= ENCROACHMENT. F.H.= FIRE HYDRANT. F.I.P.= FOUND IRON PIPE. F.I.R.= FOUND IRON ROD. OVERHANG PAVEMENT. PLANTER. P.C.C.= POINT OF COMPOUND CURVE P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. POC.= POINT OF COMMENCEMENT. P08.- POINT OF BEGINNING. R.P.= RADIUS POINT. RGE.= RANGE. SEC.= SECTION. STY.= STORY. SWK.= SIDEWALK. S.I.P.= SET IRON PIPE LB. #6044. S.= SOUTH. "= SECONDS T= TANGENT. TWP =TOWNSHIP. UTIL= UTUTY. U.P.= UTIUTY POLE. W.M.= WATER METER. W.F.= WOOD FENCE. W.S.= WOOD SHED. W /R= WOOD ROOF. = CENTRAL ANGLE. - CENTER LINE. = ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CUENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: RUSLAN IVANOV AND SARABELLE SYLVA Date: 06/06/2003 L E G E N D T Y P I C A L CLF= CHAIN UNK FENCE Zn■Z CBS. WALL (CBW) -0-0- IF =IRON FENCE —0H- OVERHEAD UTILITY UNES �Hf WF =WOOD FENCE * 0.00 a EXISTING ELEVATIONS. 0.00 = PROPOSED ELEVATIONS. SURVEYORS ' S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PRCPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP yAPS. 2). IF SHOWN , ELEVATIONS ARE REFERRED TO 4)4 p1e � ( BM# N —0611 ELEV. 49'6 5 FEET. OF N.G.V.D. OF 1929. Lo oval, (JO. 3(O0 - 5 w 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: 03 IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO.eZ STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: 17a up-1i W I ta'. REVISED ON • b°JI l O (Oq o one 120652 - 0090 -J STRUCTURAL CALCULATIONS PROJECT: ADDRESS: Ruslan Ivanov Residence ( Renovations ) 171 NW 91st. Street Miami Shores, FL. 33150 SUBJECT: Structural calculations for home renovations PERMIT No. ARCHITECT: ENGINEER: #04 -1039 Clement DiFillippo, AIA #7524 1680 Michigan Ave., Suite #916 Miami Beach, FL. 33139 Tel. 305- 672 -6312 Clement DiFillippo, AIA, PE 1680 Michigan Ave. Suite #916 Miami Beach, FL. 33139 Te. 305- 672 -6312 ITY TOTAL PAGES: Structural Calculations file: \Ruslanlcalc.doc Date: 8 -08 -04 Revised: 9 -20 -04 PROJECT: Ruslan Ivanov Residence ( Renovations 171 NW 91 sr Street Miami Shores, FL. 33150 PERMIT No. SUBJECT: Structural calculations for home renovations Code: Florida Building Code: 2001 edition 1. Design Loads Floor Loads: Live Loads = 40 psf Partition loads = 25 psf Total Superimposed Live Load = 65 psf Roof Loads: Gravity Loads: TL = DL + LL = 30 + 15 = 45.0 psf Wind Loads: ( Components & Cladding, h < 60 feet ) Wind velocity = 146 mph ( FBC 1619.2) Exposure `C' (FBC 1619.3) NOTE: See Wind Pressures Calculations - -- Windows and Doors and building elevations, Sheets A -5 and A -6 2. Beams Ceiling Master Bedroom Roof w = 6 x 45 = 270 plf Ceiling w = 6 x 10 = 60 plf w = 330 plf Moment M = 330 x 11.02 / 8 = 4,991 ft# Use Steel Beam: W6x9 - -- Mr =11.0 k -ft > 4.9 k -ft OK Beam ( 2nd floor — kitchen- breakfast rooms ) 2nd FL. w = 6 x 65 = 390 plf Ceiling w = 6 x 10 = 60 plf w = 450 plf Moment M = 450 x 11.02/ 8 = 6,806 ft# Use Steel Beam: W6x9 Mr = 11.0 k -ft OK Beam ( 2nd floor - -- kitchen / family rooms ) 2nd FL w = 15 x 65 = 975 plf ceiling w = 15 x 10 150 plf w = 1,125 plf Moment Mu = 1,125 x 10.02/ 8 = 14,062 ft# Use Steel Beam: W6x12 Mr = 15.0 k -ft > 14.0 OK Reaction : R = 1,125 x 5 = 5,625# Use Steel Tube Col: 3x3x1/4" Pr = 33.0 kips @ 10 feet > 5.6 kips OK Beam ( 2nd Floor -- family — game rooms ) Existing tie beam 8x16 - -- check loads 2nd FL. w = 12 x 65 = 780 plf Wall w = 11x50= 550p1f Roof w = 7 x 45 = 315 plf Beam w = 150 plf Total w = 1,795 plf wu = 1.5 x 1,795 = 2,692 plf Moment Mu = 2,692 x 9.12/ 8 = 27,870 ft# Concrete f = 3000 psi, Beam 8x16 , d = 14 ", s = 7" max. Use: 8x16 beam w/ 2 #5 top & 2 #5 bottom Mr = 36.5 k -ft OK Vu = 2,692 x 9.1 / 2 = 12,248# note: Vc = 10.4 kips Use: End Stirrups: #3 ties @ 7", Vr = 33.0 kips > 12.2 kips OK Check 2nd floor joists under Jacuzzi Joist span = 14 feet Jacuzzi weigh = 1,100 # (w/ water ) Floor W = 5 x 14 x 65 = 4,550 # (5 foot strip load ) M =WL /8 = 4,550x 14/8 = 7,962 #ft M = Pab/L = 1,100 x 5 x 9 / 14 = 3535 #ft ( for Jacuzzi ) Total Moment M = 11,497 #ft Sx = M / fy = 11,497 x 12 / 1,250 psi = 110.4 in3 (Total) Joist: (2x12) , Sx = 31.6 Joists needed = 110.4 / 31.6 = 3.5 joists, Use 6 joists (total) 3. Roof Uplift Loads Roof wind pressures for Case A and Case B are shown on the next page. The most critical pressures occur in Zones 2 and 2E which are —37.5 psf and —53.9 psf respectfully. These pressures will be used to calculate loads on the new bearing partitions at the second floor. See sheet S -1 for locations. ( GO TO THE NEXT PAGE FOR ROOF WIND PRESSURES ) CLEMENT DIFILLIPPO, AIA,PE ARCHITECT - ENGINEER 1680 MICHIGAN AVE., MIAMI BEACH, FL. 33139 TEL. (305) 672 -6312 ASCE MAIN FRAME WIND, H <60 FT. ASCE 7 -98 ( ASCE- 60.FOR ) TITLE: Ruslan Ivanvo 171 NW 91 Street EXPOSURE C PRESSURE p = qh ( GCp - GCpi ) ROOF HT.= 23.00' qh. = 43.1 psf a = 5.20' EAST -WEST SIDES CASE - A ZONE 1 ZONE 2 ZONE 3 ZONE 4 (E- ZONES) (E- ZONES) CASE - B psf psf psf psf 25.0 9.5 34.0 18.5 -22.0 -37.5 -38.3 -53.9 ZONE 1 ZONE 2 -8.2 - 23.7 -15.1 - 30.6 -4.7 .0 -10.8 -26.3 ZONE 3 ZONE 4 ZONE 5 ZONE 6 (E- ZONES) (E- ZONES) -11.6 -27.1 -12.9 -28.4 -22.0 -37.5 -38.3 -53.9 -8.2 -23.7 -15.1 -30.6 * * * * * ** DATA FILE * * * * * * * * * * ** ASC- 60.DAT -11.6 -27.1 -12.9 -28.4 25.0 -4.7 9.5 -20.2 34.0 -10.8 18.5 -26.3 Ruslan Ivanvo 171 NW 91 Street 146.00 1.00 1 0 .85 1.00 .85 -.18 .18 23.00 .00 5.20 EAST -WEST SIDES GCA1 GCA2 GCA3 GCA4 GCA1E GCA2E GCA3E GCA4E .40 -.69 -.37 -.29 .61 -1.07 -.53 -.43 GCB1 GCB2 GCB3 GCB4 GCB5 GCB6 GCB1E GCB2E GCB3E GCB4E GCB5E GCB6E -.45 -.69 -.37 -.45 .40 -.29 -.48 -1.07 -.53 -.48 .61 -.43 /( CU CASE BO- WIND DIRECTION RANGF. WIND DIRECTION RANGE 4. Check Roof Uplift Loads over new Bearing Partitions / Beams Partition at Master Bathroom ( Zone 2E) Net Pressure p = Dead - Wind = 15.0 - 53.9 = -38.9 psf (uplift) Load: P = 18.0'/2 x 1.33' x ( -38.9) = - 465.6 # /rafter Use: Steel strap, 16 ga. with 10d nails in roof rafter and stud below. Allowable shear load for 10d nail w/ 1.5" penetration = 90# Number of nails: N = 465.6 / 90# = 5.17, use 6 nails ( each end ) Check load at 2nd floor Partition weigh = 8' x 1.333' x 12.0psf = 127.9# Load P = -465.6 + 127.9 = - 337.6# Number of nails: N = 337.6 / 90# = 3.75, use 4 nails ( 2nd floor studs ) Second floor dead weigh = 9 x 1.333 x 20 psf = 239.4 #/ joist Load P = -337.6 + 239.4 = -97.7# Number of nails: N = 97.7 / 90# = 1.08, use 2 nails ( 1st floor studs ) First floor partition weigh = 127.9# ( see above ) Load P = -97.7 + 127.9 = +30.2# ( down load ) Note: No straps needed below 1st floor. Partition at Laundry Closet ( Zone 2) Net Pressure p = Dead - Wind = 15.0 - 37.5 = -22.5 psf (uplift) Load: P = 18.0'/2 x 1.33' x ( -22.5) = - 269.9 # /rafter Use: Steel strap, 16 ga. with 10d nails in roof rafter and stud below. Allowable shear load for 10d nail w/ 1.5" penetration = 90# Number of nails: N = 269.9 / 90# = 2.99, use 3 nails ( each end ) Check load at 2nd floor Partition weigh = 8' x 1.333' x 12.0psf = 127.9# Load P = -269.9 + 127.9 = - 142.0# Number of nails: N = 142.0 / 90# = 1.57, use 2 nails ( 2nd floor studs ) Second floor dead weigh = 9 x 1.333 x 20 psf = 239.4 #/ joist Load P = -142.0 + 239.4 = 97.4# ( down load ) Note: No straps needed below second floor Partition between Bedrooms 3 and 4 ( Zones 2 & 2E) Average pressure p = -(37.5 + 53.9) / 2 = -45.7 psf Net Pressure p = Dead - Wind = 15.0 - 45.7 = -30.7 psf (uplift) Load: P = 30.0'/2 x 1.33' x ( -30.7) = - 613.8 # /rafter Use: Steel strap, 16 ga. with 10d nails in roof rafter and stud below. Allowable shear load for 10d nail w/ 1.5" penetration = 90# Number of nails: N = 613.8 / 90# = 6.8, use 7 nails ( each end ) Check load at 2nd floor Partition weigh = 8' x 1.333' x 12.0psf = 127.9# Load P = - 613.8 + 127.9 = - 485.9# Number of nails: N = 485.9 / 90# = 5.4, use 6 nails ( 2nd floor studs ) Second floor joists supported by masonry walls. Provide a strap at each stud in the partition and secure to floor joists. Use 6 nails at each end of strap 5. Check Loads on second floor joists that support partition Uplift load, w = -485.9 / 1.33 = -364.5 plf Dead load, w = 20 psfx 1.33 = 26.7 plf Net w = - 337.8 plf (uplift) Check gravity loads: Roof= 45 psf Roof w: = 30'/2 x 45 = 675 plf Partition w = 8 x 12 = 96 plf Total w = 771 plf ( down load ) Check moment for maximum load w = 771 plf Moment: M = wL2 / 8 = 771 x 15.02 / 8 = 21,684 `# For wood beam: S = M / f = 21,684 x 12 / 1,450psi = 179.4 in3 Use: 6- 2x12 joists under partition S= 6x31.6 = 189.6in3 > 179.4 OK OR Steel Beam - -- W 12x 14, Mr = 30.0 k -ft > 21.7 OK W 10x15 Mr = 28.0 k -ft OK 5 -68 Tinker Construction Mantua! ALLOWABLE tATERA1. LOADS FOR NAILS AND SPIKES (CROUP I1 SPECIES) For one nail or spike driven in a two-member joint ol'seasoned Douglas fir - larch or Southern pine under normal duration of load. 400 350 300 250 .o -o 0 200 cu 0 150 100 50 0 ••uau EU•si EE:.1 1111 u MN KUM UMW EEU • •u mom ■ ■■� ■ ■'■� mom ■ ■■■1 m. ll mos.l ■■■ ■i .■■l ■■■■s ■■■ ■� mom ■■■ ■I i BEAM MOMENT TABLE ******************************************************************************** FC = 3000.0 PSI FY = 60000.0 PSI B = 8.0 IN. D (IN.) 10.0 12.0 14.0 16.0 BARS AS(SQ.IN.) MU(KIP-FT) / ASC(SQ.IN.) 2# 5 2# 6 3# 5 2# 7 4# 5 3# 6 5# 5 2# 8 4# 6 3# 7 6# 5 2# 9 7# 5 5# 6 3# 8 4# 7 8# 5 2#10 6# 6 9# 5 5# 7 3# 9 7# 6 2#11 4# 8 8# 6 6# 7 3#10 5# 8 9# 6 4# 9 7# 7 3#11 6# 8 8# 7 5# 9 4#10 9# 7 7# 8 6# 9 4#11 8# 8 5#10 7# 9 9# 8 6#10 5#11 8# 9 7#10 9# 9 6#11 10#9 .62 .88 .93 1.20 1.24 1.32 1.55 1.58 1.76 1.80 1.86 2.00 2.17 2.20 2.37 2.40 2.48 2.54 2.64 2.79 3.00 3.00 3.08 3.12 3.16 3.52 3.60 3.81 3.95 3.96 4.00 4.20 4.68 4.74 4.80 5.00 5.08 5.40 5.53 6.00 6.24 6.32 6.35 7.00 7.11 7.62 7.80 8.00 8.89 9.00 9.36 10.00 25.4 / .00 34.5 / .00 36.1 / .00 44.5 / .00 45.6 / .00 48.9 / .04 61.4 / .27 63.0 / .30 72.2 / .48 74.2 / .52 77.1 / .58 83.8 / .72 91.6 / .89 92.9 / .92 100.2 / 1.09 101.5 / 1.12 104.7 / 1.20 107.1 / 1.26 111.0 / 1.36 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 • .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 30.9 / .00 42.4 / .00 44.5 / .00 55.3 / .00 56.8 / .00 59.7 / .00 68.2 / .01 70.4 / .04 83.4 / .22 86.2 / .26 90.4 / .32 100.0 / .46 111.3 / .63 113.3 / .66 124.2 / .83 126.1 / .86 131.0 / .94 134.7 / 1.00 140.6 / 1.10 149.4 / 1.25 161.1 / 1.46 161.1 / 1.46 165.4 / 1.54 167.6 /1.58 169.7 / 1.62 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 36.5 / .00 42.1 / .00 50.3 / .00 58.2 / .00 52.9 / .00 61.2 / .00 66.1 / .00 76.9 / .00 67.9 / .00 79.1 / .00 71.6 / .00 83.5 / .00 81.8 / .00 95.7 / .00 83.0 / .00 97.2 / .00 90.4 / .00 106.2 / .00 92.2 / .00 108.2 / .00 97.6 / .06 111.0 / .00 110.1 / .20 117.5 / .00 124.9 / .37 132.2 / .12 127.5 / .40 135.3 / .15 141.8 / .57 152.8 / .32 144.3 / .60 155.8 / .35 150.9 / .68 163.8 / .43 155.8 / .74 169.8 / .49 163.9 / .84 179.6 / .59 175.7 / ,99 194.2 / .74 191.8 / 1.20 214.0 / .95 191.8 / 1.20 214.0 / .95 197.7 / 1.28 221.4 / 1.03 200.7 / 1.32 225.1 / 1.07 203.6 / 1.36 228.7 / 1.11 229.0 / 1.72 260.6 / 1.47 234.4 / 1.80 267.4 / 1.55 248.2 / 2.01 285.0 / 1.76 257.1 / 2.15 296.4 / 1.90 257.7 / 2.16 297.2 / 1.91 260.2 / 2.20 300.4 / 1.95 . 0 / .00 316.1 / 2.15 .0 / .00 351.6 / 2.63 .0 / .00 355.9 / 2.69 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 . 0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 . 0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 BEAM STIRRUP TABLE ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fc = 3000.0 PSI Fv = 60000.0 PSI B = 8.0 IN. D (IN.) 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Vc(KIPS) 7.4 8.9 10.4 11.9 13.4 14.9 16.4 17.9 *Av(min) .033 .040 .047 .053 .060 .067 .073 .080 TIES Av(sq.in /ft) Vu (KIPS) #3 @18" .15 13.8 16.6 19.4 22.1 24.9 27.6 30.4 33.2 3 #3 @16" .17 14.7 17.6 20.5 23.5 26.4 29.3 32.3 35.2 3 #3 @14" .19 15.5 18.6 21.7 24.8 27.9 31.0 34.2 37.3 4 #3 @12" .22 16.8 20.2 23.5 26.9 30.2 33.6 37.0 40.3 4 #3 @11" .24 17.6 21.2 24.7 28.2 31.8 35.3 38.8 42.4 4 #3 @10" .26 18.5 22.2 25.9 29.6 33.3 37.0 40.7 44.4 4 #4 @18" .27 18.9 22.7 26.5 30.3 34.1 37.8 41.6 45.4 4 #3@ 9" .29 19.8 23.7 27.7 31.6 35.6 39.5 43.5 47.5 5 #4 @16" .30 20.2 24.2 28.3 32.3 36.4 40.4 44.4 48.5 5 #3@ 8" .33 21.5 25.8 30.1 34.4 38.7 42.9 47.2 51.5 5 #4 @14" .34 21.9 26.3 30.7 35.0 39.4 43.8 48.2 52.6 5 #3@ 7" .38 23.6 28.3 33.0 37.8 42.5 47.2 51.9 56.6 6 #4 @12" .40 24.4 29.3 34.2 39.1 44.0 48.9 53.8 58.7 6 #3@ 6" .44 26.1 31.4 36.6 41.8 47.1 52.3 57.5 62.8 6 #4 @11" .44 26.1 31.4 36.6 41.8 47.1 52.3 57.5 62.8 6 #4 @10" .48 27.8 33.4 39.0 44.6 50.1 55.7 61.3 66.8 7 #3@ 5" .53 30.0 36.0 42.0 48.0 54.0 59.9 65.9 71.9 7 #4@ 9" .53 30.0 36.0 42.0 48.0 54.0 59.9 65.9 71.9 7 #4@ 8" .60 32.9 39.5 46.1 52.7 59.3 65.9 72.5 79.1 8 #3@ 4" .66 35.5 42.6 49.7 56.8 63.9 71.0 78.1 85.2 9 2 - #3@ 8" .66 35.5 42.6 49.7 56.8 63.9 71.0 78.1 85.2 9 #4@ 7" .69 36.8 44.1 51.5 58.8 66.2 73.5 80.9 88.3 9 2 - #3@ 7" .76 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 6" .80 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 6" .88 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 5" .96 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 5" 1.06 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 9" 1.06 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 4" 1.20 .0 .0 .0 .0 .0 .0 .0 .0 '2 - #3@ 4" 1.32 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 7" 1.38 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 6" 1.60 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 5" 1.92 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 4" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 6" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 8" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 4 - #3@ 4" 2.64 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 7" 2.74 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 5" 2.88 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 6" 3.20 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 4" 3.60 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 5" 3.84 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 4" 4.80 .0 .0 .0 .0 .0 .0 .0 .0 * Av(min) REQUIRED WHEN Vu > (Vc /2) AND TIE SPACING CAN NOT EXCEED d/2 NOR 24 ". STRUCTURAL CALCULATIONS PROJECT: ADDRESS: SUBJECT: PERMIT No. ARCHITECT: ENGINEER: DATE: Ruslan Ivanov Residence ( Renovations ) 171 NW 91st. Street Miami Shores, FL. 33150 Structural calculations for home renovations #04-1039 Clement DiFillippo, AIA #7524 1680 Michigan Ave., Suite #916 Miami Beach, FL. 33139 Tel. 305- 672 -6312 Clement DiFillippo, AIA, PE #20321 1680 Michigan Ave. Suite #916 Miami Beach, FL. 33139 Te. 305- 672 -6312 8 -08 -04 9 2i 04 . TOTAL PAGES: Structural Calculations file: \Ruslan \calc.doc PROJECT: Ruslan Ivanov Residence ( Renovations ) 171 NW 91 sr Street Miami Shores, FL. 33150 PERMIT No. SUBJECT: Date: 8 -08 -04 Revised: 9 -20 -04 Structural calculations for home renovations Code: Florida Building Code: 2001 edition 1. Design Loads Floor Loads: Live Loads = 40 psf Partition loads = 25 psf Total Superimposed Live Load = 65 psf Roof Loads: Gravity Loads: TL = DL + LL = 30 + 15 = 45.0 psf Wind Loads: ( Components & Cladding, h < 60 feet ) Wind velocity = 146 mph ( FBC 1619.2) Exposure `C' (FBC 1619.3) NOTE: See Wind Pressures Calculations - -- Windows and Doors and building elevations, Sheets A -5 and A -6 2. Beams Ceiling Master Bedroom Roof w = 6 x 45 = 270 plf Ceiling w = 6 x 10 = 60 plf w = 330 plf Moment M = 330 x 11.02 / 8 = 4,991 ft# Use Steel Beam: W6x9 - -- Mr =11.0 k -ft > 4.9 k -ft OK Beam ( 2nd floor — kitchen - breakfast rooms ) 2nd FL. w = 6 x 65 = 390 plf Ceiling w = 6 x 10 = 60 plf w = 450 plf Moment M = 450 x 11.02/ 8 = 6,806 ft# Use Steel Beam: W6x9 Mr = 11.0 k -ft OK Beam ( 2nd floor - -- kitchen / family rooms ) 2nd FL w = 15 x 65 = 975 plf ceiling w = 15 x 10 150 plf w= 1,125 plf Moment Mu = 1,125 x 10.02/ 8 = 14,062 ft# Use Steel Beam: W6x12 Mr = 15.0 k -ft > 14.0 OK Reaction : R = 1,125 x 5 = 5,625# Use Steel Tube Col: 3x3x1/4" Pr = 33.0 kips @ 10 feet > 5.6 kips OK Beam (2 "d Floor -- family — game rooms ) Existing tie beam 8x16 - -- check loads 2❑d FL. w = 12 x 65 = 780 plf Wall w = 11 x 50 = 550 plf Roof w = 7 x 45 = 315 plf Beam w = 150 plf Total w = 1,795 plf wu = 1.5 x 1,795 = 2,692 plf Moment Mu = 2,692 x 9.12/ 8 = 27,870 ft# Concrete Fc = 3000 psi, Beam 8x16 , d = 14 ", s = 7" max. Use: 8x16 beam w/ 2 #5 top & 2 #5 bottom Mr = 36.5 k -ft OK Vu = 2,692 x 9.1 / 2 = 12,248# note: Vc = 10.4 kips Use: End Stirrups: #3 ties @ 7", Vr = 33.0 kips > 12.2 kips OK Check 2nd floor joists under Jacuzzi Joist span = 14 feet Jacuzzi weigh = 1,100 # (w/ water ) Floor W = 5 x 14 x 65 = 4,550 # (5 foot strip load ) M = WL /8 = 4,550 x 14 / 8 = 7,962 #ft M = Pab/L = 1,100 x 5 x 9 / 14 = 3,535 #ft ( for Jacuzzi ) Total Moment M = 11,497 #ft Sx = M / fy = 11,497 x 12 / 1,250 psi = 110.4 in3 (Total) Joist: (2x12) , Sx = 31.6 Joists needed = 110.4 / 31.6 = 3.5 joists, Use 6 joists (total) 3. Roof Uplift Loads Roof wind pressures for Case A and Case B are shown on the next page. The most critical pressures occur in Zones 2 and 2E which are —37.5 psf and —53.9 psf respectfully. These pressures will be used to calculate loads on the new bearing partitions at the second floor. See sheet S -1 for locations. ( GO TO THE NEXT PAGE FOR ROOF WIND PRESSURES ) l�J CLEMENT DIFILLIPPO, AIA,PE ARCHITECT - ENGINEER 1680 MICHIGAN AVE., MIAMI BEACH, FL. 33139 TEL. (305) 672 -6312 ASCE MAIN FRAME WIND, H <60 FT. ASCE 7 -98 ( ASCE- 60.FOR ) TITLE: Ruslan Ivanvo 171 NW 91 Street EXPOSURE C ROOF HT.= 23.00' qh.= 43.1 psf a = 5.20' PRESSURE p = qh ( GCp - GCpi ) EAST -WEST SIDES CASE - A ZONE 1 ZONE 2 ZONE 3 (E- ZONES) (E- ZONES) CASE - B psf psf ZONE 4 psf psf 25.0 9.5 34.0 18.5 -22.0 -37.5 -38.3 -53.9 ZONE 1 ZONE 2 -8.2 -4.7 -23.7 .0 -15.1 -10.8 - 30.6 -26.3 ZONE 3 ZONE 4 ZONE 5 ZONE 6 (E- ZONES) (E- ZONES) -11.6 -27.1 -12.9 -28.4 -22.0 -37.5 -38.3 -53.9 -8.2 - 23.7 -15.1 -30.6 * * * * * ** DATA FILE * * * * * * * * * * ** ASC- 60.DAT -11.6 -27.1 -12.9 -28.4 Ruslan Ivanvo 146.00 1.00 23.00 .00 5 GCA1 GCA2 GCA3 .40 -.69 -.37 GCB1 GCB2 GCB3 -.45 -.69 -.37 25.0 -4.7 9.5 -20.2 34.0 -10.8 18.5 -26.3 171 NW 91 Street 1 0 .85 1.00 .85 -.18 .18 .20 EAST -WEST SIDES GCA4 GCA1E GCA2E GCA3E GCA4E -.29 .61 -1.07 -.53 -.43 GCB4 GCB5 GCB6 GCB1E GCB2E GCB3E GCB4E GCB5E GCB6E -.45 .40 -.29 -.48 -1.07 -.53 -.48 .61 -.43 WIND DIRECTION RANGE 4. Check Roof Uplift Loads over new Bearing Partitions / Beams Partition at Master Bathroom ( Zone 2E) Net Pressure p = Dead - Wind = 15.0 - 53.9 = -38.9 psf (uplift) Load: P = 18.0'/2 x 1.33' x ( -38.9) = - 465.6 # /rafter Use: Steel strap, 16 ga. with 10d nails in roof rafter and stud below. Allowable shear load for 10d nail w/ 1.5" penetration = 90# Number of nails: N = 465.6 / 90# = 5.17, use 6 nails ( each end ) Check load at 2nd floor Partition weigh = 8' x 1.333' x 12.0psf = 127.9# Load P = -465.6 + 127.9 = - 337.6# Number of nails: N = 337.6 / 90# = 3.75, use 4 nails ( 2nd floor studs ) Second floor dead weigh = 9 x 1.333 x 20 psf = 239.4 #/ joist Load P = -337.6 + 239.4 = -97.7# Number of nails: N = 97.7 / 90# = 1.08, use 2 nails (1t floor studs ) First floor partition weigh = 127.9# ( see above ) Load P = -97.7 + 127.9 = +30.2# ( down load ) Note: No straps needed below 1st floor. Partition at Laundry Closet ( Zone 2) Net Pressure p = Dead - Wind = 15.0 - 37.5 = -22.5 psf (uplift) Load: P = 18.0'/2 x 1.33' x ( -22.5) = - 269.9 # /rafter Use: Steel strap, 16 ga. with 10d nails in roof rafter and stud below. Allowable shear load for 10d nail w/ 1.5" penetration = 90# Number of nails: N = 269.9 / 90# = 2.99, use 3 nails ( each end ) Check load at 2nd floor Partition weigh = 8' x 1.333' x 12.0psf = 127.9# Load P = -269.9 + 127.9 = - 142.0# Number of nails: N = 142.0 / 90# = 1.57, use 2 nails (2 "d floor studs ) Second floor dead weigh = 9 x 1.333 x 20 psf = 239.4 #/ joist Load P = -142.0 + 239.4 = 97.4# ( down load ) Note: No straps needed below second floor Partition between Bedrooms 3 and 4 ( Zones 2 & 2E) Average pressure p = -(37.5 + 53.9) / 2 = -45.7 psf Net Pressure p = Dead - Wind = 15.0 - 45.7 = -30.7 psf (uplift) Load: P = 30.0'/2 x 1.33' x ( -30.7) _ - 613.8 # /rafter Use: Steel strap, 16 ga. with 10d nails in roof rafter and stud below. Allowable shear load for 10d nail w/ 1.5" penetration = 90# Number of nails: N = 613.8 / 90# = 6.8, use 7 nails ( each end ) Check load at 2nd floor Partition weigh = 8' x 1.333' x 12.0psf = 127.9# Load P = -613.8 + 127.9 = - 485.9# Number of nails: N = 485.9 / 90# = 5.4, use 6 nails ( 2nd floor studs ) Second floor joists supported by masonry walls. Provide a strap at each stud in the partition and secure to floor joists. Use 6 nails at each end of strap 5. Check loads on second floor joists that support partition Uplift load, w = -485.9 / 1.33 = -364.5 plf Dead load, w = 20 psf x 1.33 = 26.7 plf Net w = - 337.8 plf (uplift) Check gravity loads: Roof= 45 psf Roof w: = 30'/2 x 45 = 675 plf Partition w = 8 x 12 = 96 plf Total w = 771 plf ( down load ). Check moment for maximum load w = 771 plf Moment: M = wL2 / 8 = 771 x 15.02 / 8 = 21,684 `# For wood beam: S = M / f = 21,684 x 12 / 1,450psi = 179.4 in3 Use: 6- 2x12 joists under partition S = 6 x 31.6 = 189.6 in3 > 179.4 OK OR Steel Beam - -- W12x14, Mr = 30.0 k -ft > 21.7 OK W 10x15 Mr = 28.0 k -ft OK 5 -68 'Timber Construction Manual ALLOWABLE LATERAL LOADS FOR NAILS AND SPIKES (GROUP 11 SPECIES) For one.11a11 or spike driven in a two-menthe". joint or seasoned Douglas fir -larch or Southern pine tinder normal duration or load. 400 350 300 250 v 0 0 200 w A 0 150 100 50 III" 1111. ■ ■ ■. ..... Morn 1111111111111111111111111111111 ■■E■.■ ■C ■C■■■■■ C.■ ■■. ■■ 116 r ■ ■E■ C a9■ �EME.0 EaEEEE ■ gE.�EEE EU�EEE.E�� ■...�..� MEMO= ■ . . ■■■ ■■ 1 ■■■■ ■■ ■ ■0991. .E■■■..■ 9 ■E. ■■■ .C■ ■.■■■ , ■ ■ ■■..■E CE:'CE......M 'C:CECE'ECC'CCCE'ECE■■.�.Eii• 999' .. C■■.. ■ ■. ■EE■■.■. E..■E.■■.E.■■EEIrm . E■ ■■■.EC ■111111m11.911111 ::: : =11 E 111111111111/112 .E mi.■� ■E■°9EE1 1.1.19 ■E■ 99■ ■E�■ E. • CE'■ • E9� CC C CE C CEEEECEiE EEI'ii.Mii ME9MUM= 960 MEM E _E ■.■ i .n. spike E 9 11IIH11 a.. 1■1u111111 ■1h IIII1111u11P114I1 1 C■.■■.1111111C ■ ■.■ ■111111 ■�1E021■■ 11111111111111111111 ■iii ra��4 E ■■■■■■■■i ■.■... ■ ■EC ■ ■■ . ■ .■ ■■ ■ ■..E9.■ ■.0 ■ ■ ■.E ■■ ■11E?rgi■ ■■■■.■.■ ■ ■1.■.■ ■■ ..■� M ■■.■■■■■■■ ■ ■6 ■■■ 1 ■.1 r llignimi E p.r wv I. .1..■■ ■. ■■■■_sf1 g■ ■■■ . ECEECECIEIECCECECE.e F f A II'CEECCC:CCE'••• .■.1111■ ■ ■■E■■■■■■/ / �■ C ■■■6■■■ ■■ ■ .■■■■t reams 40d nail and 20d spike 1.11 ■.E■■ 11..616► ._..._ ■C■■■■■■■ ■ ■■.■■■. nOA:.0:: ■6■■■. ■.■■ ■•..... ■■■■■■■■■ ■ ■■■■ ■'�i / ■ MEEK ■■■■■■■� 1 ■E■■■■E5■ 1101111 30d nail and 16d spike ■6 ■ E1.1.11. ■■■ ■■ � ■ .......i....i..��� >>a Mil EEECCEE inin i r r 20d nail, 10d and 12d spikes CEE■■ ESC t �E 1111111EC EE'7r� 00011 ■iii ■1111111•Ei9■ii■i l 911111111 EI / 50�1 lii II11lII11111i1I111 ■■■■■■■■ ■ /AAA 11011 16d nail 91111111111111111 ■ Immuml ■■ ■■■■■■ ■ , �0! 1 10d and 12d nails ■ ■■ ■ ■ ■ ■ il■E ■ e pp0061 ■�'�6 %/d • iE EEi9CEC9■99ii9 lEE. ■CE 8d nail 6 ■■■ ■ ■■ ■E ■ ■ ■■.C■■■■■ ..■■■■■. ... E.�...C�....E.E ■E......... ■■■■■■■■uv:A, 10161 ■ ■■■ ■■ 1016■ ■1111■■ ■ ...■■ ■1■i, //:0 6d nail ..■.E■.■ ..1.9..1...1■ ■■■1c■ 1111111. ' 4iiiii111111111111111111111111i111111ii: EEEEn '4 lllC llUEC UMW EC EC nllUEEEUEEE1 'iUIEEUCEEECEEEEEEWM I EMMA MINEEMMIN EEEI=EEECE9IMI WHIEEECCCEEEEECECEI ■u.. ■i.■ ■■. ■1111 .1. ■ii • ■■■i■■1■■1l 911'9' 9 5/16 in spike 50d and 60d spikes Il1I1 60d nail and 40d spike 50d nail and 30d spike 11• 1 1 1 2 3 4 Penetration of point in member receiving point, in. BEAM MOMENT TABLE ***+******a*+****+**********************+*++*************a+*++******++^********« FC = 3000,0 PSI FY = 60000'0 PSI B = 8.0 IN. D (IN.) 10.0 12'O 14.0 16.0 BARS AS(SQIN.) 3# 5 2# 6 3# 5 2# 7 4# 5 3# 6 5# 5 3# 8 4# 6 3# 7 6# 5 2# 9 7# 5 5# 6 3# 8 4# 7 8# 5 2#ID 6# 6 g# 5 5# 7 3# 9 7# 6 2#11 4# 8 8# 6 6# 7 3#10 5# 8 9# 6 4# 9 7# 7 3#lI 6# 8 8# 7 5# 9 4#10 9# 7 7# 8 6# 9 4#11 8# 8 G#IO 7# 9 9# 8 G#IO 5#II 8# 9 7#IO 9# 9 G#II IO#9 .S2 .88 .93 1.20 1.24 1.32 1.55 1.58 1.76 1.80 1.86 2.00 2.17 2.20 2.37 2.40 2.48 2.54 2.64 2.79 3.00 3.00 3.08 3.12 3.16 3,52 3.60 3'8l 3.95 3.96 4.00 4.20 4.68 4'74 4.80 5.00 5.08 5.40 5.53 6.00 6.24 6'33 6.35 7.00 7.11 7.62 7.80 B'OD 8.89 9.00 9.36 10.00 25.4 .00 34.5 .00 36.1 .00 44.5 .00 45'G .00 48.9 / .04 61.4 .27 63.0 .30 72.2 .48 74.2 .52 77.1 .58 83.8 .72 91.6 .89 92.9 .92 100.2 1.09 101.5 1.12 104.7 1.20 107.1 1.26 111.0 1.36 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 30.9 .00 42.4 .00 44.5 .00 55.3 .00 56.8 .00 59.7 .00 68.2 .01 70.4 .04 83.4 .22 86.2 .26 90.4 .32 100.0 .46 111.3 .63 113.3 .66 124.2 .83 126.1 / '86 131.0 .94 134.7 1.00 140.6 1.10 149.4 1.25 161.1 / 1,46 161.1 1.46 165.4 1.54 167.6 1.58 169.7 1.62 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 / .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 36.5 .00 50.3 .00 52.9 / .00 66.1 .00 67.9 .00 71.6 .00 81.8 / .00 83.0 .00 90.4 / .00 92.2 .00 97.6 .06 II0.1 / .20 124.9 .37 127.5 / .40 141.8 .57 144.3 / .60 150.9 .68 155.8 .74 163.9 .84 175.7 .99 191.8 1.20 191.8 1.20 197.7 1.28 200.7 1.32 203.6 1.36 229.0 1.72 234.4 / 1.80 248.2 2.01 257.1 2.15 257.7 2.16 260,3 / 2'20 .0 .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 / .00 .0 / .00 .0 / .00 .0 .00 .0 / .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 .00 .0 / .00 .0 .00 .0 .00 .0 / .00 .0 / .00 42.1 / .00 58.2 .00 61.2 .00 76.9 / .00 79.1 .00 83.5 .00 95.7 / .00 97.2 / .00 I06'2 / .00 I08'2 / '00 1I1'0 / .00 117.5 / '00 132.2 / .12 135,3 / .15 152.8 / .32 155.8 .35 I63.8 / .43 I69'8 / .49 179.6 / .59 194.2 .74 2I4'0 / .95 214.0 / .95 221.4 / I'03 225.1 / I'07 228.7 / 1.11 260.6 / 1.47 267.4 / I'55 285'0 / 1.76 296'4 / 1.90 297.2 / 1.91 300'4 / 1'95 316.1 / 3,15 351'6 / 3'63 355'9 / 2.69 .0 / .00 .0 / .00 .0 .00 .0 / .00 .0 / .00 .0 / .00 .0 / .00 .0 .00 .0 / .00 .0 / .00 .0 .00 .0 / .00 .0 / .00 .0 / .00 .0 .00 .0 / .00 .0 .00 .0 /~�~'OO BEAM STIRRUP TABLE ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fc = 3000.0 PSI F• = 60000.0 PSI B = 8.0 IN. D (IN.) 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Vc(KIPS) 7.4 8.9 10.4 11.9 13.4 14.9 16.4 17.9 *Av(min) .033 .040 .047 .053 .060 .067 .073 .080 TIES Av(sq.in /ft) Vu (KIPS) #3 @18" .15 13.8 16.6 19.4 22.1 24.9 27.6 30.4 33.2 3 #3 @16" .17 14.7 17.6 20.5 23.5 26.4 29.3 32.3 35.2 3 #3 @14" .19 15.5 18.6 21.7 24.8 27.9 31.0 34.2 37.3 4 #3 @12" .22 16.8 20.2 23.5 26.9 30.2 33.6 37.0 40.3 4 #3 @11" .24 17.6 21.2 24.7 28.2 31.8 35.3 38.8 42.4 4 #3 @10" .26 18.5 22.2 25.9 29.6 33.3 37.0 40.7 44.4 4 #4 @18" .27 18.9 22.7 26.5 30.3 34.1 37.8 41.6 45.4 4 #3@ 9" .29 19.8 23.7 27.7 31.6 35.6 39.5 43.5 47.5 5 #4 @16" .30 20.2 24.2 28.3 32.3 36.4 40.4 44.4 48.5 5 #3@ 8" .33 21.5 25.8 30.1 34.4 38.7 42.9 47.2 51.5 5 #4 @14" .34 21.9 26.3 30.7 35.0 39.4 43.8 48.2 52.6 5 #3@ 7" .38 23.6 28.3 33.0 37.8 42.5 47.2 51.9 56.6 6 #4 @12" .40 24.4 29.3 34.2 39.1 44.0 48.9 53.8 58.7 6 #3@ 6" .44 26.1 31.4 36.6 41.8 47.1 52.3 57.5 62.8 6 #4@11" .44 26.1 31.4 36.6 41.8 47.1 52.3 57.5 62.8 6 #4 @10" .48 27.8 33.4 39.0 44.6 50.1 55.7 61.3 66.8 7 #3@ 5" .53 30.0 36.0 42.0 48.0 54.0 59.9 65.9 71.9 7 #4@ 9" .53 30.0 36.0 42.0 48.0 54.0 59.9 65.9 71.9 7 #4@ 8" .60 32.9 39.5 46.1 52.7 59.3 65.9 72.5 79.1 8 #3@ 4" .66 35.5 42.6 49.7 56.8 63.9 71.0 78.1 85.2 9 2 - #3@ 8" .66 35.5 42.6 49.7 56.8 63.9 71.0 78.1 85.2 9 #4@ 7" .69 36.8 44.1 51.5 58.8 66.2 73.5 80.9 88.3 9 2 - #3@ 7" .76 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 6" .80 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 6" .88 .0 .0 .0 .0 .0 .0 .0 ' .0 #4@ 5" .96 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 5" 1.06 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 9" 1.06 .0 .0 .0 .0 .0 .0 .0 .0 #4@ 4" 1.20 .0 .0 .0 .0 .0 .0 .0 .0 2 - #3@ 4" 1.32 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 7" 1.38 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 6" 1.60 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 5" 1.92 .0 .0 .0 .0 .0 .0 .0 .0 2 - #4@ 4" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 6" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 4-#4@ 8" 2.40 .0 .0 .0 .0 .0 .0 .0 .0 4 - #3@ 4" 2.64 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 7" 2.74 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 5" 2.88 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 6" 3.20 .0 .0 .0 .0 .0 .0 .0 .0 3 - #4@ 4" 3.60 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 5" 3.84 .0 .0 .0 .0 .0 .0 .0 .0 4 - #4@ 4" 4.80 .0 .0 .0 .0 .0 .0 .0 .0 * Av(min) REQUIRED WHEN Vu > (Vc /2) AND TIE SPACING CAN NOT EXCEED d/2 NOR 24 ". & r /LA Lrr/)#t€t47L /' q m4.. f X o reps Vdo -Fpow, r A S q o TUvcvktov I�( Avuv, c(I sT 14(%0vvi rt .S/or -eA ) J L 331sT° (.os) .HZ8d1 e (q-YG) 52 s —99 ?o Deot- .Cir oGiotm l-e t J-e GADAA P zoo if zo opt -1. 61 awe_ f of co fr.- t Loos e_ / 1 troi— S1> el 0, CJr^ lek � � 7,-4w, lli ta. G.) a- c 10J e- 'TA rte k ro w 4fs 10 in JvoV Suuc Y f e= ci v -)cl auk cY) 6 -cl LeCorrne me 4h. l Ar "IA; „ 021. E L 10 (1 yc:) C 1- ^,rvc� Y `� f ZC C=, NOTARY PUBLIC-STATE OF FLORIDA Yorleny Hernandez Commission # DD476455 Expires: SEP. 27, 2009 Bonded Thru Atlantic Bonding C.o., MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bu' ding Inspection Request Date ,/� Type Insp'n Foal IG I A-'C PermitNo. 14C0LI IS Name vc,i Address 1 N w 9/ s - - Company Phone # Inspection Date G I Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/28 /2004 Applicant: RUSLAN Owner: IVANOV JOB ADDRESS: 171 NW 91 Mechanical Permit Permit Number: MC2004 -185 IVANOV RUSLAN ST Page 1 of 1 Contractor ALL -AIR CONTRACTOR, INC. Contractor's Address: 7963 NW 64 STREET Local Phone: 305/436 -2242 Parcel # 1131010000180 Legal Description: 1 53 41 .576 AC S198.87FT OF E153.6FT OF W288.6FT OF S1/2 OF SW1 /4 OF Fees: Description Amount FEE2004 -10485 CCF $2.40 FEE2004 -10486 Training and Education Fee $0.80 FEE2004 -10603 Building Fee $240.00 FEE2004 -10604 Technology Fee $6.00 Total Fees: $249.20 Total Fees: $249 2pr, Total Receipts: loo- t qg -Do - IIt Permit Status: APPROVED Permit Expiration: 4/17/2005 Construction Value: Work: INSTALLATION OF NEW 4.0 TON, 12 SEER AND DUCTWORK. MASTER PERMIT BP2004 -1039 NOV 0 9 PMD 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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. !® I 15116 Master Permit No. PO 4 ®(O'.4 Permit Type (circle): Building EIectrical Plumbing Owner's Name (Fee Simple Titleholder) 5L J`0 I '\(" A No V Phone # Owner's Address Fri Ki VI 49 1 5+ , City 11 t (Ar_ 1 5 State f L_ Zip i q Tenant/Lessee Name Phone # echanical Roofing Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami Dade NO X Contractor's Company Name All- 4 i r J,'3 1�a el c r� �� Q. Phone # Contractor's Address `? 7 (03 /' O ,517e e� City air); State FL. Zip 33/ 6 Qualifier X 01 L F zip 3 3v5) c1-3‘, --,214q State Certificate or Registration No. 676 001 S "e q '1. Certificate of Competency No. Ca, 011.40000'16 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For, this Permit (,ocx ,6 00 Square Footage Of Work: Type of Work: ❑Addition ElAlteration EK1ew ❑ Repair/Replace ❑ Demolition Describe Work: _ lJeLU tb‘Staad(OV) C�4 1,0 "TOk1 / 1)2 :seer • /eTt Gam► ** * * * ** *Fees * * * * * ** * * * * *sF * * * * * * * * * * ** i ** Submittal Fee $ 51 ®p V `'� Permit Fee $ cl CCF $ 9 ° L. CO /CC Notary $ Training/Education Fee $ a Technology Fee $ 6 Scanning $.- - -n Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City 9' r State 0 Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State . Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencem t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t ab ekce of such posted notice, the inspection will not be approved and a renspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / q day o , 20 o4 by -72US v4 )O 1 AA 'I• , who is personally known to me or who has produced P• p1 atee_ As identification and who did take an oath. NOT PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this day of C , 20/714 by who is personally known to me or who has produced �.��gr Pis dentific, NOTARY PUBLIg - ,.. • Sign: Print: My Commission E ties: My Commission Expires: ***************************************************************************** ** ** * * * *** * * * * * * ** * ** ** * **** * ** APPLICATION APPROVED BY: Cho 05/13/03 Plans Examiner Engineer Zoning )' -ADDENDUM TO BUILDING PERMIT APPLICATION (AN f2PLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING (.I.1 .th5 KV DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) () 1� DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS. PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SI11K, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES-• A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORM UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER . FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT 'CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING 6 -� 31 -MIAMI SHORE VIL GE BUILDING DEPARTM �' 305 - 795 -2204 0 Bui e'ng Inspection Request C$ Date (3 n6 Type Insp'n P1 Fro/ Permit No. ` I O -2S5 Name a—voi " - C Address 1-71 N w qi v' - Company -ige 52S— qq Inspection Date / / 1 Approved Correction ❑ Re- Insp'n Fee ❑ Phone # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical ECEDVED OCT 0 6 _2004 Master Permit No.5P0 1 O' Mechanical Roofing Owner's Name (Fee Simple Titleholder) RU LAS \ / �U`lhone # Owner's Address 1 ) W N 9C� City \ \ tare FL-- . zip '3'31 S Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES ) \N c $a County Miami -Dade Zip 3'31 P j 1\i/PC Contractor's Company Name Contractor's Address 1.9-7 A/ / Li 7p �-� City / Y 6 i ' )) �ns state i�°t,��l,--- � Zip �j ` / Qualifier S i.- `q4 P� t� . T-i C`�£J �-' NO NCphone# /LO 1C6Q State Certificate or Registration No. C - -005 7 7 2-0 Certificate of Competency No Architect Engineer's Name (if applicable) Phone # $ Value of Work For this Permit / ) l 000 aO0 l Square Footage Of Work: Type of Work: ❑Addition L1Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: E1. e ° , VVV 0 *9 z ** ** * * * J * ** *Fee ** * * ** * * * * ** * * * * * * * * ** D * ** to (1 Submittal Fee $ �� ° Permit Fee $ CCF $ �Q � C /CC Notary $ 251' TraininglEducation Fee $ a. Technology Fee $ &a% Scanning $ Radon $ Zoning O._ Bond $ Code Enforcement $ Structural Plan Review: $ Total Fee Now Due $ ° (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved an # • 'inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ``" day of 20('' -, by S L.1 0 ' -4 �` t ' � , identification and who did take an oath. NOTARY PUB,IC i• 4= � Print: *! 7 " ` fr _ •�. �� � �i 40?4,1 Ginny H. Gonell 4.7 Expir =is: May 26, 2008 9'•••'•s •ndedT u At1an c Bonding Co., Inc. % *** * ** ** * * * ****** *** **ok *le** ***'************************************* *** ****** ** * ****** * * ** * * * *** *** APPLICATION APPROVED : ;,F ; ' �q-7,0 Plans Examiner Engineer Zoning ° , My Commission Expires: Signature Contractor The foregoing instrument was knowledged before me this day of 0 , 20 6 was , who is personally known to me or who has produced NOTARY PUB Si Print: My Commission Expires: ' 7 yr—p Chc 05/13/03 'ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL ITEM BATH TUB UNIT 3 FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER "`, RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/MIETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY _ 1 OVEN ABOVE GROUND TANKS LAUNDRY TRAY _ WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER 1 MOTORS 0- 1 If STEAM BOILERS SHOWER j MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 H' TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 tf ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If COOLING TOWERS WATER CLOSET I+OTCRS OVER 100 If VIOLATION INDIRECT WASTES-. A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER-REPLACE J GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMI,€RCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY -SEWER ,SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RAKE METER SET (GAS) GAS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /8/2004 Applicant: RUSLAN Owner: IVANOV JOB ADDRESS: 171 NW 91 Contractor BEAR PLUMBING INC Local Phone: Parcel # 1131010000180 Plumbing Permit Permit Number: PL2004 -288 Page 1 of 1 IVANOV RUSLAN ST Contractor's Address: 1973 NE 147 TERR Legal Description: 1 53 41 .576 AC S198.87FT OF E153.6FT OF W288.6FT OF S1/2 OF SW1 /4 OF Fees: Description Amount FEE2004 -11028 Building Fee $385.00 FEE2004 -11029 Notary Fee $5.00 FEE2004 -11030 CCF $6.60 FEE2004 -11031 Training and Education Fee $2.20 FEE2004 -11032 Technology Fee $9.62 Total Fees: $408.42 Total Fees: $408.42 Total Receipts: $0.00 Q5`' ��111 Permit Status: APPROVED Permit Expiration: 4/4/2005 Construction Value: $11,000.00 Work: REMODEL 3 BATHROOMS Signed: (INSPECTOR) NOV 0 9 PAID 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 accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: M_ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores Florida 33138 Tel: ( 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. '�� �— aster Permit No -1®n Mechanical Roofing Owner's Name (Fee Simple Titleholder) ! � a Li%)� 0V Phone # Owner's Address ?20 0 W ice-/ sr- City i q 044' State P• Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County 1 Miami -Dade Zip .73/(5 Is Building Historically Designated YES NO 17-1 ne' 91 sT Contractor's Company Name in y.g, z- (.9— . Phone # a e 6 236 2 �. Contractor' Address _7 `7... 3 0 Phi Le c �'d 8 L City a t _ ka'1 State r-- t_di Zip . Qualifier .4 ,/ b -N Z State Certificate or Registration No E 4j ® 1 2.77 Certificate of Competency No. 6 / <C.?' 96 Architect/Engineer's Name (if applicable) f Phone # ' $ Value of Work For this Permit Type of Work: ❑Addition liAlteration ONew 0 Repair/Replace ❑ Demolition Describe Work: 1-- till r. l- 6 .5"°0✓ IriCV 52-e, / 2.°2... Square Footage Of Work: Submittal Fee Permit Fee $ // ', cQ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ - Zoning Bond $ Code Enforcement $ `` Structural Plan Review. $ Total Fee Now Due $ itf0 U. el ,(Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address 4 City State Zip Mortgage Lender's Name (if applicable). Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL .WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must• promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature"'°'"^` "~ Owner or Agent The foregoing instrument was acknowledged before me this "Z—X day of 8> , 20a '4by who is personally known to me or who has produced As identification and who did take an oath. �1 Y - jam_. , l ..t favnnimsat - D0029912 , ■ xn" COmmks;,;QN L°%CPO tee * i 4 �RFtP Signature Contractor The foregoing instrument was acknowledged before me this2.O day of g 9.// , 20 d by who is personally known to me or who has produced as identification and who did take an oath. ************** * * * *** * * * * * ** * * * *** * *** ** *** * ***** * * ** APPLICATION APPROVED BY: Chc 05/13/03 ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Vocl - teci PROPOSAL RAY'S ELECTRICAL CONTRACTORS, INC.: 2023 0 - Locke Boulevard ®a - Locket Florida 33054 Phone: (305) 6884133 • Fax: (305) 687 -2235 PROPOSAL SUBUI TED TO PHONE DATE i I i%rDV �5 .) - -J c-S�._ s --Cyr` t (J4 "NAME I NOL eESI ( ICE CITY, 5fi a er CODE ,, JOB LOCATION " I Is1uj `7 1 IL V, DATE OF PLANS JOS PHONE We Propoe h y fu h rn ; and labors cam b be made r dt\1 rdance » :) for the sum of: d o l l a r s ( $ .4 r-P---tz>,u-Covt to be as vested M salt Is be ocutleted be a worlonanthes muter Aututzed or deviation I bed kwoirdng sdra cost esthbereamotsd only ordsr, sad eS become ter aka charge over and above delays our control Owner to ,y upon mom . tsar OXIMIS are fadly Wired by *Made Palmed maybe a Compensator bremate. byus Inot booted within . We he submit a ificatione and estimates for g\CFS ft win be of •, and condthons are and are heathy accepted. You are o ekt the wait as sPecast PaYffent signature as waned above. Date of acceptance: below, 1G 19-1 Signature Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 11 /8/2004 Applicant: RUSLAN Owner: IVANOV JOB ADDRESS: 171 NW 91 Electrical Permit Permit Number: EL2004 -302 IVANOV RUSLAN ST Page 1 of 1 Contractor RAY'S ELECTRICAL SUPPLIES INC Contractor's Address: 2023 OPA LOCKA BLVD Local Phone: 305 - 688 -7133 Parcel # 1131010000180 Legal Description: 1 53 41 .576 AC S198.87FT OF E153.6FT OF W288.6FT OF S1/2 OF SW1 /4 OF Fees: Description Amount FEE2004 -11009 Building Fee $434.00 FEE2004 -11010 CCF $4.20 FEE2004 -11011 Training and Education Fee $1.40 FEE2004 -11012 Technology Fee $10.85 Total Fees: $450.45 Total Fees: $450.45 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/24/2005 Construction Value: $6,200.00 Work: RE WIRING OF INTERIOR REMODELING MASTER PERMIT BP04 -1039 NOV 12 PAID 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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAic4,30$4.. 264 -0229 DRAW BY: Prxrult puru44urs ynr. LAND SURVEYORS SURVEY NQ3 -000E 722 SHEET No OF Legal Description: The South 198.87 feet of the East 153.6 feet of the West 288.6 feet of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of the Southeast 1/4 being in Section 1, Township 53 South, Range 41 East, of the Public Records of Miami -Dade County, Florida. Less the South 35 feet for Road Right -of -Way. Said lands situate lying and being in Miami -Dade County, Florida. For: ROMAN Address: 171 NW 91 ST, MIAMI SHORS, FL 33150 IVAN ©V LOCATION SKETCH Scale 1"= NT.S. I. Cenle• d 5.c/-.5J-41 1' ,. t l�I W - '95TH fin.... I I. 1 • ffti 11 14 9 43 a G S. .7 .1 I II N 94T71 ST A B B R E A= ARC A /C= AIR CONDITIONER PAD. A.E. = ANCHOR EASEMENT. A /R= ALUMINIUM ROOF. A /S= ALUMINIUM SHED. ASPH.= ASPHALT. 8.C.= BLOCK CORNER. BLDG.= BUILDING. B.M.= BENCH MARK B.O.B.= BASIS OF BEARINGS. C. CALCULATED C.B. CATCH BASIN. II ro ¢ u 15 ..111 i0 tl tL r3 Ito W It 0 98 it .J CJ 04 IN 3 w , 28 = ^3 4 3 C A 7 ,e M :0 rl rr tl G WEST 153.61 1111011' N 51.613 n 0" 0 ".30 V I A T I O N A N D M E A N I N G F.F.E.= FINISHED FLOOR ELEVATION. P.R.C. F.N.O.= FOUND NAIL & DISK . FR= FRAME. P.B.= FT= FEET. PG.= FNIP.= FEDERAL NATIONAL PWY= INSURANCE PRM= F.N.= FOUND NAIL. H.= HIGH (HEIGHT) P.L.S.= IN.&EG.= INGRESS AND EGRESS EASEMENT. R.= RECORDED DISTANCE. L.P. UGHT POLE. RR.= RAIL ROAD. LF.E.= LOWEST FLOOR ELEVATION. RES.= RESIDENCE. C.B.S= CONCRETE BLOCK STRUCTURELM -E.= LAKE MAINTENANCE EASEMENT R /W= RIGHT -OF -WAY. CBW. CONCRETE BLOCK WALL MINUTES. RAD.= RADIUS OF RADIAL. R.P.= RADIUS POINT. RGE.= RANGE. SEC.= SECTION. sTY.= STORY. SWK.= SIDEWALK. S.I.P.= SET IRON PIPE LB. #6044. S.= SOUTH. = SECONDS T. TANGENT. TWP =TOWNSHIP. UTILITY. UTILITY POLE. WATER METER. WOOD FENCE. W000 SHED. W000 ROOF. CENTRAL ANGLE. CENTER LINE. ANGLE. 43 it = POINT OF REVERSE CURVE PLAT BOOK. PAGE. PARKWAY. PERMANENT REFERENCE MONUMENT. PROFESSIONAL LAND SURVEYOR. N Vi 1-' CH= CHORD. CH.B.= CHORD BEARING. CL= CLEAR C.L.F.= CHAIN LINK FENCE. C.M.E= CANAL MAINTENANCE EASEMENTS. CONC.= CONCRETE. C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . D.M.E.= DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • = DEGREES. E. EAST. M.= MEASURED DISTANCE. M/H= MANHOLE. M /L= MONUMENT LINE. N.A.P.= NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N.= NORTH. N.T.S. = NOT TO SCALE. #-NO.= NUMBER. 0 /S= OFFSET. 0.H.= OVERHEAD 0044 O.H.L. OVERHEAD UTILITY LINES OVH= OVERHANG PVMT.= PAVEMENT. E.T.P.= ELECTRIC TRANSFORMER PAD PL= PLANTER. P ELEV.= ELEVATION PROPERTY LINE. ENCR.= ENCROACHMENT. F.H. = FIRE HYDRANT. F.I.P.= FOUND IRON PIPE. F.I.R. = FOUND IRON ROD. P.C.C.= POINT OF COMPOUND CURVE P.C.= POINT OF CURVE. PT.= POINT OF TANGENCY. PM.- POINT OF COMMENCEMENT. P00.- POINT OF BEGINNING. UTIL= U.P.= W.M.= W.F.= W.S.= W /R= LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS INSTRUMENTS. IFF ABSTRACT TITLE ANY, AFFECTING THE ROPERTY. THIS S RVEYDIS SUBJECT RTTONDEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERVISE SHOWN. THE TERM "ENCROACHMENT" MEANS VISIBLE ANO ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS ANO THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE _- Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: RuguN.TvtiNovAmn SARKMUXE SYLVA Date: 06/06/2003 LEGEND TYPICAL -x—x- CLF= CHAIN LINK FENCE Z272 CBS WALL (CBW) -0--0- IF =IRON FENCE -OH- OVERHEAD UTILITY LINES WF =WOOD FENCE x 0.00 10.001 = EXISTING ELEVATIONS. = PROPOSED ELEVATIONS. SURVEYORS ' S NOTES: 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP APS. 2). IF 5H01Mr4 , vv ✓ ELEVATIONS ��Ayy ' RE REFERRED TO 4 to ' JG v BM# � ELEV. '4 5 FEET. OF N.G.V.D. OF 1929. Lo(A?oQ, NO .3(oc — 50 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 8Y: 6- 9- 03 -Sb(f N I IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO.JZ y STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON. t7 °- 1$ -',L( uP Dp'r W'elev. REVISED ON- 120652 - 0090 -J s 5582 N.W. 7th S1Kttl SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: H.C. Xuvtc Purvruurs LAND SURVEYORS SURVEY No 03 -6722 SHEET No. 2 OF 2 1.35'CL F.I.P 1/2' NO CAP 1.00'CL 0.65'CL 0.50' X0.50 COLUMN BOUNDARY SURVEY rt z w So 6� 11 00 0 00 SCALE = 1" : 30' 153.60' co 5' CLF Y 0 Y Y Y Y Y Y if -Y Y Y Y -Y =. 65.80' ye U/P i'3 90.30' 28.55' ni GARAGE ails? CI' ELEV. = 11.01 tU 28.55' c 12.05' 0 28.00' F.F.E = 13.25 + (0 of TWO STORY in RESIDENCE #171 2 In 11.00' 5' CL ya moo. + b 29.05' + F.N.D. NO ID 1.20' CL. 1.15'ENCR wx 5. + 23.80' b+ 0 23.70' 1.60' CL. CLF +. 61' + oti 0.50'CL 1 oo M F.I.P 1/2° NO CAP rr tri M F.I.P 1/2' NO CAP 91st. S' T. + 20' AS1'ITAI ; PAVING SURVEYORS NOTE: THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY ANCHORS: TYPE B OR V" 80TH ENDS MULLION w W = W1 + (2) - WINDOWS ' MUI W2 I FD TOGETHER FOR DL ILRM KING MAX ALLOWABLE ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHOR G" «2 H1 H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE w GLAZING PRODUCT- MULLION GLAZING PRODUCT G AZWC PRODUCT H2 H1 W1----- 1---142 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED OWABLE DESIGN PRESSURE SEE TABLES ONPAGE5OF5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2; 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 FOR DL I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 I `1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI G" 01? 71 80TH ENDS w J W1 W2 I W W3 W = W1 +W2 -I-W3 • 1-1 = H1 +H2 MULTMPLE W /DIME ABOVE FOR DLILRM/NING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5'OF5 M3) MAX OPENING = H OR 1114-H2 MULL LENGTH = W OR WI +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = HI APPROVED AS COMPLYING MATH TF SOUTH FLORIDA BUILDING CODE JUN' d �,s BY PI /. PRO* T « %NTROLDIVISION BUILDING OWE CONIPUANCE OFFIC ACCEPTANCE NO. 00 - b"ci 2 '43' Robert L a, P.E. 439712 11 $$JI Y. INDUSTRIES Revsd By_ Data Chkd By: Dal Revisio Drawn 9y: P.J_P_ Dat4/28/00 Description: ARRANGEMENT DL. JAIL Tifie: 1" STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 SetiesAl.(adel: MULLS Scale: NTS Sheet: 1or5 Drawing No. 6620- . GLA2JNG PRODUCT 'I I f 1 T GLAZING PRODUCT CMMULLION GLAZING PRODUCT GLAZING PRODUCT J W1 W2 I W W3 W = W1 +W2 -I-W3 • 1-1 = H1 +H2 MULTMPLE W /DIME ABOVE FOR DLILRM/NING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5'OF5 M3) MAX OPENING = H OR 1114-H2 MULL LENGTH = W OR WI +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = HI APPROVED AS COMPLYING MATH TF SOUTH FLORIDA BUILDING CODE JUN' d �,s BY PI /. PRO* T « %NTROLDIVISION BUILDING OWE CONIPUANCE OFFIC ACCEPTANCE NO. 00 - b"ci 2 '43' Robert L a, P.E. 439712 11 $$JI Y. INDUSTRIES Revsd By_ Data Chkd By: Dal Revisio Drawn 9y: P.J_P_ Dat4/28/00 Description: ARRANGEMENT DL. JAIL Tifie: 1" STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.D. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 SetiesAl.(adel: MULLS Scale: NTS Sheet: 1or5 Drawing No. 6620- P.C.T. ix MULLION MINIM CUP CUT FLANGES OFF .OF MULL CLIP 10 FORA! A Ir—cHANNE2. AND INSTALL AS SHOW " MULL t--2" OR .- 1 .1_1 2h (7)h M19 *0 ED 112 F.H. STAGGERED ON OPPOSITE SIDES (SO AS Nor ro IN7ERFERE WITH EACH 0774a) rx MULLION 2- OR WOOD BUCK REMOVED 7" 0. CONCRETE WOOD BUCK MIN. /12 F.IL STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OMER) SEE NOTE 11 —1149E-GOLIPAY: APPROTI. SEE mo7r FOR 1- MULL MULLION .7 • TYPICAL MULUON• TO MULLION INSTALLATION TYPE" p.ar. ix MULLION -"N 1-2" OR 4"--1 KIDD RUCK • 2 I r T-A (7)1') ) e 0 €4 f 112 EIL £M.& STAGGERED ON OPPOSITE SIDES (SO AS NOT TO llJ EACH OTHER) SEE NOTE' 11 TYPICAL MULLION TO STRUCTURE WITH. WOOD BUCK REMOVED FROM CONC. TYPE "C'. P.G.T. 7x. MULLION TAF'CON (2461) - LUN. 4 PEVEIRATION thrro • CONCRETE OR .BLOCK STRUCTURE. ALL FASTMAERS MUST BE DADE cowry APPROVED. SEE NOTE 11 r_2- OR 41 /12 WOOD SCREW (1991) 1.01.. pENE-nowcw INTO. AIUST BE DADE Cf3UNTY WOOD 131.1CIC ALL FASTENERS APPROVED. SEE NOTE 17 , . WOOD BUCK i1.11N---- r_ 1 2 (TYP1 ---ie o -14 i rb (TyP)1 t ‘- - f 112 Pit S.M.S. STAGGERED ON OPPOSITE MDES • (SU AS Nor ni METFERE WITH EACH OTHER) SEE max 17 4. MW. • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED . SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TEST REPORT Fil-2902, 2903 AND 2975 IMPORTANT; OLIA141777Y OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND F7ND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. > z Robert L. k, P.E. #39712 Stracturat E. 4 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D". MIN. ar TAPCON (2461) MIN. 4 Paimmom INTO C0141CREIE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY ---.APPROVED. SEE NOTE 11 ... • x APPROVED AS COMPLYING WITH 1 SOUTH FLORIDA BUILDING CODE DA BY PROS 4 • - DIVISION BUILDING CODE COMPUANCE OFF ACCEPTANCE NO.-°°- ° 9 / INDUSTRIES Revsd By: Date: Chid By: Dal Revisions. Drawn By: . P.J.P. Do e: 4/28/00 Deseripfien: CLIP & INSTALLATION DETAIL e: STD. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOWS, FL 34275 NOKOMIS. a 34274 Series/Model: Scale: Sheet MULLS NTS 2 of 5 -awing No. -6620 R. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 28 ENDS (TYP) MAX. MAX: -CLIP _LENGTH CHART FOR Ix MULL MULL SIZE 1 x 2 x i A 111 1 x 4 x Lq J 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. LA ,J 4 8 LJ FROM END (TYP) 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / T 099 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 NOTE L. 0,e 1. REFERENCE TEST REPORT FTL- 2902;2903 ARID 2975 sci 2/ Z -e e -9 -- �J 8 ,A, 8 MIN. FROM END (TYP) 1 " MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 APPROVED AS COMPLYING WITH T1 DATE BY PRO L DIVISION WILDING CODE COMPLIANCE OFFI 06-09 t2 .c INDUSTRIES Revsd t3y. Date: Chkd 8y: Date: Rewskar+s: Drawn 8y: P.J.P. Dote: 4/28/00 escription 1 " MULLION CLIP ANCHOR LOCATION Title: 11 STD. WALL MULLION 070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, FL 34274 Series /Model: MULLS Scale: NTS Sheet 3 of 5 Cawing No. 6020 8 (TYP) 1 x STD. WALL MULLS NOTE: I REFERENCE TEST REPORT 1- IL- 2902, 2903 AND .2975 MAIL: 6063 -T6 Robert L. Lark, .E. P.E. #39712 Structural APPROVED AS COMPLYING WITH TF SOUTH Ft aRA QUILDI '.;' E DATE . JUN 1 8 41]I BY ..l.6N .. OL DIVISION BULLING CODE COMPLIANCE 0 ACCEPTANCE NO D D- O INDUSTRIES Rend ,Dot Cizkd 9y: /Dote: OVISIOITX Drawn By: • f'_J.P Daf 4/28/00 Description: PROFILES &t1e: 7, STD.. WALL MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKO1 dtS,. FL 34274 Series /Modek MULLS: Scale: NTS .Sheet 4 of 5 Drawing No. 6620 Rai 1x2x.125 -2 Anchors OPENING WIDTH IN INCHES 80 f 90 1 100 1 110 120 129 115 107 104 103 103 103 103 130 160 lx4x.125 OPENING WIDTH IN INCHES 4 Anchors 50 60- 70 80 90 100 1 110 120 MULL LENGTH: IN INCHES 42 170 170 170 170 170 170 170 170 130_4460„, 170 170 48 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 162 158 157 157 60 170 170 157 143 134 127 124 122 .157 ;157. 122 122 63 170 160 141 128 -119 112 108 106 106 ' 106 66 170 145 127 115 106 100. 96 93 92 t92 72 142 120 105 95 87 81 77 74 72 71 76 120 102 90 81 74 69 65 63 61 59 78 111 94 83 74 68 63 60 57 55 :53 84 88 75 65 59 53 49 46 I 44 42 40 90 72 60 53 47 43 39 37 35 33 31 96 59 50 43 35 32 30 28. 27 24 108 41 35 30 27 24 22 20 19 18 16 111 144 38 ' 32 28 24 22 20 19 17 16 17 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2-V-/ Robert L Clark, P.E. P.E. #39712 Structural Vertical Mull Mu!! Length I Opening_ 1 Width Horizontal Mull Opening Width I I L Mu!! 1 _ Length Multiple Mulled Units IIMu!! Length Opening Width APPROVED AS COMPLYING MN PRs. C 'OLDIVISION BUILDING CODE COMPU1ANCE OFF ACCEPTANCE NO O D - c94l z INDUSTRIES Rsysd Sy: pate: Chkd 8y: Date: Revisions: Draxm 8y:. P.J.P. /28 /Oo Deseriptiore PRESSURE CHARTS JJ STD. WALL MULLION 1070 TEC INOLOGY DRIVE P.O. BOX 152S. NOKOMIS, FL 34275 NOKOMIS, FL 34274 series /Model: MULLS Scat NTS Sheet: 5 of Drawing No. 6620. 4a -5. MOE L es. • 21.100 MORMS ATE "MP. I F1506 &Mk ., (Er 3 MR 'Meth DMES) 1 402 . (a/87 :tom fish' H MYER. ti's' sopkithsi itm2W 2=•- ,0 (3.4$7 ice; (fWa .5161i N? £* 1/6' NEAT SiRiv7OlkhliD. ' =E ' 3• -- 7/15" LU 83 W15 F 1iW smacinqii4 .fk2D L rte, 3,✓1b' 4 = r 1s'' W1�` t S 4f7 ' s ` . . Daarpi a Arm, sHEEr 23 �: • r t I V I R E R S r '4M*) • +wait AT 21.000 4) - sr 7 :. rir . = .S 1/ %7J3 11.12 .B194.5 LElATIONS 0 COMPARATIVE ANALYSIS rAB E 1 - GLASS 0P0011 ' 3715`HeaY •_ ,r. <. friar = 1/ Antes.'. sideift Max: • • Heights 79.750 1 83.750187.755 9191.75 0195750 -75.0 -75.0: . .42.5 . 70:2 = -58.8 75.0 7E0 '72.5: '70.2 618 747 -732: -7E8 4215- -67.1 747 ' '73.2 70.8 • 68.5 .07.1 -. -647- ` -fii 2'' -61.0 .-59:0: ' -592 64.7.. . 63.2: 610: 510 93.2 -55.4 5'15. ' -51.8 ESA 53..5' - 51.6. 501 48.9 `. 47.5. .45.4 = -43.4 -413 48.9 47.5 454: . 43 4 • 41.8 -75.0 : 75.0 725 : ' ' -70.2 . 68.8 75.0 • .. ' 75.11 ' ; 72.5 702'.::' 58.8 747 732 . :702 -6'35' 67.1 74.T ;7 &. 68.5 51 -64.7. -63.2 ; '.-61 D -530: -58.2 x 54.7 632. 51:.0: 'S9 0 ` -554 -535 . '', -51_B -511 ' :. -48LD 554. 53.5 :.. 51.8 ' . 50:1 . 48.9 -48.9 -47.5 - .-45.4 -43.4 • -01.11 • 480 '• • 47.5 . 45.4 . • 434. 41-8 . 37.50 31 000: 71.750 33590. 71.750 •3716° } Edf t2 .0 1Imner L3pei obi. of ° S a Sees ";1lii>+ Widfh 79.750 1 75:0 75.'0: _'75.0 76:0 ' 75.0 750. .75.0 75.0 :750 75:0 •:750 75.0 1.•75.0 75.0.. ...75.0 7504 :. -•750 75.0 .755.0' :75.0 75.0 - 75.0.. 75.O' ,750. 75.0 750. 755 4555 7E0 .... 75.0 =75.0 ,'..75.0 ,. . 750 • 750 • 71.750 GOIIFARATIvE ig4AL sas - E 3... GLASS OPTION 3, ' 37.16T HeeitStriangitheimiti, .09U iniik Layer. 3716° Annealed Sidellte Max_ W t .:, 79.750 I.88.750 1.87.750 1 91.750 1 95 45.0 •75.0 : ` -750. 75.0 :• -7 75.0• ; .75.0 . 75 :0•: 75:0•; ;,. 7: �75 £C►. 75 :0 -75.0 .: 7E0 • -7 75.0 '7519: 75.0 7511. 7: -. 78:0 ` 750 4-750 . :75.0 '-7 75.0 '750- • 75.0.: 75.. ::Tr 37.500 h 75° '75:0 ' -75:0 . 44.7 • T • 750 75.0.: 75.0. • 74.7..: ;r =70.0- :eats' 463.1 70.0 57.9 I. - ` 55:7 I 113:1 1 •• 6C 83.750 ;1. `87 7501.91.750 1 95.75o 75.0. • " 75.0 .. -TEO • -7E0 = 75.0 • : 75:0. :.75:0. 75:0 ;45.0 75.0: 175.0 - 75.1 75.0 • . . -750'' ' :750 75.0 75.0 •45.0 ''.-75.0' ..75:0 750 75:0 : -750 -75.0 : -750 .:75.0 75 :0 : 78.0 7.5.0 .•750 75:0 750•' 75.0- ' 75.0 • 750 -75.0 75.0 `75.0 .75.0 _75 0 ' : -740 -75.0 . -:' 750 ' 75.0. 7E0 75:0 .-750 75.0' 75.0 75.0: ' 75.0 750 .750 -75.0 .. 75:0 •' 75.0 ma - 75.0 •:: 75:0 .45.0 750 75.0 75.0. 22010 26. 30:00: 33000 36.125 37500 71.780 71.750 71.750 75.0. 75.0 • 475.0 75.0 ` -755.0 75.0 .75.0 75.0 .75.D 75.0 750 75.0 750. -75.13 75.0 • 7550 -75.0 75.0 -75.0 75.0 :75.0. 750 75 75:0 ":. -7: 75.0 • ..75 -75.0 7r 7E0 .: 75 71.750 .9 no - 67.8 ..- 657: ..4631 • 65.7.. .630E -72 72 -611 750 75.0 75:0:. 75.0 .. .75.0 7:0 . 75.0. 75.0. :750 . -755 750: 759 75.0 ;: - 7E0 .75.0 75,g : 750 - :75. . -750 � `75.D :. 750' • - 750 . ::75.0 75.0 .750: 750 I -75:0 [ -750 -1 75'0 •1 .575.0 75.0 I 75.6 75.0 _ '. 75.0 750 75,0. -75.0 75.0. 75.0 75:0,. 75.0 .75.0 75.0 :; ; .75.0 ,.. -:. 750. ; 71.750 -75.0 _75:}3 ' : -7511 ,: ._7511 -7E0 .22.0x3 .71.760 Pdi Pig --750 750 75:0 75.0 - =750: PICTIE6a. 1-'1 DE:90et L0!41]5 .T i'1 014 7E06 PkStiitE AND -750 .:750 -75:9 750 • • 2 Pis WE DEEM Jains .gRiD.nit ittAra 1kST PREP »0 1 E A TbI E 75DD 98_ . 3` 000144 9/0 -. *0.10H7 OPEktite -D /O • H9 iT = 0 R HEIGH7 -10.6175a! 11/0 WIDTH S01017E .,. 3105 i7E Wititi 2.750' 9/0 WIDTH l _. FMB. WIDTH =12 5t 0 71.750 75.0 -75.0 •75.0 .. -75.0 75.0 750 -75.0 75.0• -75.0 75.0 75_0 -75:0 '•75.0 -75.0 75:0 750 -75.0 750 `75.0. 750 7.50 -75.0 75.0 -75 -0 750: Assisf F.11: 7/77 D3 FA' " ..:j26,01.. D: 7 /r2f9$' JILMODDIWEi rmaiame =E' PRZ 9-PER PER EMER 811710 sam*Aohrwilifte Phan Se. 'OX( ALUMINUM •FRENCH . DOOR . W/ : SIDEL.ITEE' .. i=ro 972. . 3/i 6' Hsvc :ogo Rat 114;61 {sE /5" IdateLM) 3/18" EEkT ST ago Neil *WM r "Era- s€ iat to 3/1 liElaT sintEmnutrip, Cep INNER lieCER ( E NthE) 3/16' *AT ST T} i] .oeo west LiV R (SEE AN? • GLAZING yOPTION -f .402 63/81 '[A % - GLAZING OPilOti 2 42 11/5") LORNATM - GLAZING.6P77ON 3 tS' U0 - . :am sieg V . Hair scRiaiguErim r MEN tivriat Nom Vrr tit saFtEtimiem ' NpTE: met . LAnai IOW BE methr. EXITACHE OR. £ F WX C:4DD 7 16 al& B- LEJ 8f771U1 WING OE hILS SibanE Si ET 3 .. dt n 1..47$ i t1. 1/8 wows aux s Aginklietg EiTIFooses Irssidelw :'SECTIONS' • AL:LIMJNUM , FRENC! ' DOOR W/ SIOELl7E� sarmvu.se ,:. . Fti -=rot. 'NTS . 4' 8 . 972 .0 Ik 0 jr Q 0 0 wt./, :.: mgr.. Jt-s;.� 35. !*7 PWCT Z*; s.'. SY) .L4$ <*I »1F5rz3-s�Tr ;rrrrr.�1�J2 1 c: t�}��- 17: -4- Tt�= all11F }' -TINY ap ;. -y,1 41111111t3L'Y ��:- i- TF��..;. r. t.:;s :��lt�= ' +itT�F't•Ii+_��,'. i_i�jF••7rkr :�'['.��1�'� , -2+ 1�1�Fwi >T.z <d? +l�f'4t�' '= Y.^,.1f- �i��'y- S'::`s'1I� . _! :.1.. �. �'iT P�'e• ' I nipmfErar-r47 ar - .2 Iti = ++ Litt- itfallglIL - • r 1111ENElfeill Ma ____ 1;L irJr :a. a • Min 5D37' AWLI4r �CJ J irTrif•ri1kt E4S IIL-1 :.i.r 3tF�,z r+4E' ?'- J - - .'T�E8Lj1� E,,fi?• 7.041154 _?41111/1EIV' '.. NUJ- ii .F4,17;i 117L -?L-1/ [3tk'.f Sd:t -1 R•4'. _4(ra3_�lvlil.1 �1�IIL"x31 :�7L►�: +7�a :' F�vfrk +� ,31./ Natal . . 3e r am Fin'- ' :' +;:11F: tl;'r, -- sra X111111 + �i'.:11= � ilfria :,'w �; �tET- -fig -s « •, �Y *ia �;�Ty3y1T ME:ri t=2--- .7MiA r ••711;, I Yi`•1 ✓ Trig( NF-- 4M @Ia_ �E : 1iiV 1 [•� ►`'�LIs �LIke: +111/11F:i ,2`. f_. :i z•-1•1111011E21ea! MK? 11111L 7r ,_ - a: a'ra'1111F` K._'2tr- - -L713 %tea �. t 7f11-n•ice ”' .v_IIN : r' - i i2.1OEr'_.- _, r :a;R:.'7rf.a - 'dpi -w &i S� -.t:i •.ta .; ii 6.re vilit lit tnli Z"�i. +. :Li�� 1!'a�L�� -_ - :i�' ��N •�'/7 .Ia e:J.`��Jli II' - - 11PEN1=111'•=11111111111•1111111 WW2 00 Vii! t=. 11111111 e ra s „= a.�� • i13 3 X . .tat.wrimt Puterefte P{i r . • •.r Maximum loner Laver iiiipe,7•41w.4144481-grApiimaiwiar mow +.l5-."Lami,oti 3 .16" YS &' 16-4taxr d .r . • EfirTAIMINIM �'3?'%"''� =•fry % �:i"T := ��r- �".7'1;l!".�"i' = "'' „�'_:,�F.;'._' ?�� AF-202 152224- AF -122J 1(33 a ✓fit :ll_t I x}.37, Y ri 1.f 1 so. 2. 4n.* rti Air F DD3 L084 F i7i�t 2. /i 7ES .} REPO 75 F7L- !bead Ric L. PE 11311711 /tined :FiC some iv F.K amnia Et: as D O CFf& 7?I.S1ff .0 —ADD .TAN_ CLASS — LETMEM 8/17/01 !el l- rthri/� ilatiacCatr takijitriitAL mom. • ILL. OF. MATERIALS • . •, ck sic s52X KOs F 34274 • ALU MINUMI. FRENCH DOOR ti / SIDEL/T slammart smog No. Fo--tvf . NTS- 5 o► 'B 972 41 Oa 4. f :47 raossecrueseesant smaistalgralgosigineoft EXTRUSIONS PROFILES; DOORS: .AL_L-IMINUM . FRENCH .DOOR..W/ SIDELITES Braliftw Rat rat . ALTS: 6 of 8 9?2 D nab, ALUMINUM FRENCH DOOR W/ SID_ ELITES . ate. -rot NHS 7 �' 8 972' L1 1.500 Ir I :auCX, 174 e- • _ -4 • 4 • 7/4" v (SEE NME TYP.. HEA%! �1e • TYR JA /dB 114 PAitilEAD Lsoo on TYP. SILL IteM1117M1 TYP.. ' SILL 2x WOOD atitIC ' . HOPE 1 MOM AIie,:Y,e • TYP. HEAD '. a ao- -iF- lIR7C RI"M TYP. JAMB . 172' F 71 -54D' NOM 3 ON"Sas r Ir • TYP. JAMB §IDELITE ear mica slmc REFERENCE TEST REP E TL 2`367 4. f 4` rlRY�Af NINE 1). TYP. SIDELITE HEAD IWE I} - n^ TYP. SID�,ITL SILL, .IVOT .Se: ` . 1. LSE 17/0 ClzegrAFFrgeato aza aR R ' r ispimaima QF 2u Watili'E IC TI7 7FL Stligribi EWA le fifth* SERWIELY 1012 liEVIEWEit .$Y OFFROPL. SeilATIRROP OF Fx ■ate suf.= ID nE 9 E ID LIE EilWE AWE Wan • 114 FT. 'P: S T1Ed fTE HEAD 1 TYP. SIDELITE SILL 2a rOcia Eatit rNO 2) Arad Aels Ravi L . . 'P.E. Structivol Fjc FJFTfb3 Rums Ita• an= FX ue8 9 .,02 Navad 1 G� s. .1&31/2. "VI D-40 CMG i Cr-ADD DIMES . LETER 8%3M igavacitamoss at ceoplaiwiesos MciSi CHORAGE 1D7 : DRIVE NaKcilinK R. P.O. MC 1520 mucous. rt. 342741 4LUMINUM. FRENCH DOOR.. w/. s1DEL1TES. FQ --7O1 8 8. Arai:Ng 1W 972' X 37.500 AUX 7 1/2' 1---- —•-J 7' 1/f 7 1 /2' 5 1/2' 71.750 USX 65.750 1 I 95.7550, ' 7 1/2' 1.15` TYP. MAX. 5 1/2' 13' MAX ON CENTER 7YP..HEAD & SILL SEALANT ON FRAME .CORNERS & PANEL CORNERS / • / /. 2 POINT LOCK OPTION d d 7 1/2' —1 7 1/2' 13'. ON CENTER 7YP. HEAD dt SILL Robert L. Clerk, P.P. P.E. 439712 Stracturai 4 — 7 1 /2.. 5 1 /f' 135 LARGE MISSL E IMPACT DOORS. 1.) 6L.AZ1NC :.401/.464 LAMWNATED W/INT&RLAYER (MONSANTO DR DUPONT) 2.) CONFIGURATIONS: X. XX 3) DESIGN PRESSURE RAMC: 34 .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .40f LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2* FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX SPACING AT HEAD do SILL: 13.000 MAX' SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET .3 OF 4 13.5 MAX 5 1/2- SEALANT ON FRAME CORNERS & PANEL CORNERS PtWn11cT uevrsm a a1,lIati Cede die Maid Aoeeptasse 02 -0 /Z Date t► .z Dade ?settee/ Coe* PRODUCT RENEWED. A C C E m w 4 o r . l i . , C31." 6 ti 1'7 . o E PIAATItA.1 DATE M`?oi01414 t 17 744, .11y 51,151.C4.iuL rwoviticrQItfI7bL swirac P4 ilturDittci poDE C034natIN CE PRICE Rewtimar 0) added 2p1. lock info • 7eftgaDas tdteg gtot & dCene t 1/64 De* at .171 t Aaeied Ng 1 *Ow A r 1,Meteriek SWD -.101 1 070 Technology Dr. Nokomis, R. 34275 INDUSTRIES Rant 4: AIL : bete: 11 /»/aa and By: rate; rc French Door X, XX Omen Os D.8. 2/16/98 PDT Na MOOR NG: scab: Sheet: 1 .14 Drawing Me- 97 R'er. 0 sOTXlsnpui Co .250 --- M4 x. SHIM SPACE ROUGH OPENING • SEE SHEET 3 FOR ANCHORS ,0111fr■••• • 34.625 7W. 80771 PANELS ACTIVE PANE!. 71.750 INACTIVE PANEL .250 MAX. SHIM SPACE 95.750 25" DAYLIGHT OPENING. VERTICAL SECTION INTERIOR HORIZONTAL SECTION INTERIOR ROUGH OPENING 1.480 PRCOLICT REVISED asemiittitat *albs florida Bald* OW • - Amapa= 0a 0 2-0 -401., f 2 Eapiradasthitt •PRODUCT RENEWED AccErrvict I- 0411. pq mentArco nA17.1 Nuigt4got 2Zj2sts6 DY *:LI;AA'ic- rRoolx.1 tpwrptiminaoti DIA.M00 OX100MIIANCE OFFICE iierefaions: D.) addect 2 pt. lock into largaul="laba-lidi2t: It :/84 literal .02 * Decivci JXO A Nokomis., F7. 34275 1070 Technology Or 1.489 r- .250 / SWD—lOf series/Amite i MAX. SHIM` SPACE I Wait* Descriptraen .- \\___ • R rt RE. #39712 Clark, P.E. '8.2d by: paw chm ay: paw 0.B. 1107/00 i French Door — Devotions.: PGI WA. vanxtm yea • Salk: Short arming Ha. 1--°— 3.000 ---.1 •ROUGH OPENING 2cf4 971 Structard "" 41 D.B. L144'2/16/98 INDUSTRIES uQstTM vstrT seT1.snpuI .090 mmegm 3/16 ANA: —1 3/16 ANN. .090 — imau�a 3/16 ANA. ---� O 0 W .O C4 .250: MAX. SHIM tom— 3.00 --1 SPACE X401- LAM. WJ11ONSANTO SAFtEr PVB INTERLATE. 09 .401' LAY. W/DUPONT 2UTALl1E INTERLATFI SEE ititrrj ON .51112:L1 DFSmGN P$EUURC RATMH0: *90 `osl .464' L I. W/YONSANTO$APLEr PYB 114TERLAtZR OR .464' LAY. IV/Ot1POjJT 6UTAL ITE • 7IIERLAYCB • SF.t:' ,NOTE 3 ON ,SHEET 1 . DESIGIX PRESSURE RATIN6:±73 esl. 3 .POINT LOCK ASSY. 2 POINT LOCK ASSY, PtoDticr REVasth . euaplila6 wtth the Florida &Mkt (:ode Aagr{aoee No 02- 0701.12 itapitallan Nat 11/ 22I Des ►' k DUCT RENEWit) AccErdA aN:., Di -0 tin • 01-1 COIRATiO.V DATE ND1E+t6etalgD8/, ur • I St•41 .1. +y • lstoogqccVies LILLi ldexz t�orl t11�Cfi Scrim/Modet SWD =101 2/16/98 Q l-3 .dip soT i;snp.0 - • r • t/4. sinew TYP, HEAD • e /12 FUTNrttl TYP. HEAD TYP. JAME TYP,. SILL. MAX ITEM DESCRIPTION Y.T. IF QTY. / DESCRIPTION • VENDOR DOOR HEAD /SILL DCOR JAMB (HINGED 3 000R ASTRAGAL 1. ..250 x .187 FINSEAL STRIP 5 , DOOR W -STRIP CHANNEL 6 FRAME JAMS 60375 60376 7 FRAME HEAD 8 ;CtWINNC WAD (ROLL FORM) 9 OL?SWING THRESHOLD 10 5116x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/15x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 ,STRIK PLATE INSERT 17 10x34 SCR. FLT. HD. PHIL 18 HINGE ASST. 19 10x.625 FLT. HD. PHIL 20 ,10x142 FLT. HD. PHIL 21 TCP' 8OTI SLIDE BOLT LOCk 22 61/2 FLT H0 PHIL 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEAM SEALER 25 LOCK SUPPORT ASS`Y. 26 64314 R.T. HD. PHIL 27 .200 x .190 OLON .375 x 1 :io • ON 29 3 POINT LOCK ASS . 30 ' LOCK ACTIVE 31 LCCK (DUMMY) 6037 679240 • 8 2 each doo. 60379 60380' 60411 65170 to & bo1. rotN 61069M 67RODA 4 1/door too & bat. roi'Q 60378M 8 2/ea, door top & . bot rail 7WASHA 8 2 /ea. door top & bat. rail ZJNUTA 6 2 /ea. door fiap d�' bat: rail 41722W 7955X 41721. 71034;4 7FRMOW 6 3 frame lambs) 71058FP 26 6 hinge hinge -door iamb 710X12PPW 30 57hinge &hinge - frame. iamb 41720 2 1 toa /bqt, of 1.h. pstrogol 7612FW 4 2/slide bolt lock 78112,4 12 6 /head & sin) 6SM55W 4U8LOK 3 1 /lock) 7634F .6 2/�I k support 'assyr.) 6Q260K 5 1 /astragols fr. jambs & head). 6'300W 4 1 a•als • f a : •m FD3PTAY 1 19 r.h. astragal .32 DEAD -80LT LOCK 3J .40.1 LAM. W /MONSANTO 34 SIIJCONE 73T7ri 2 Ph. Pn. WS' .36 1/4' TAPCON 7LOKAP 1 0 r.h. astragal 7LOKIP 1 gi r.h. astraaai 78LTIP 1 C r.h. astragal 62899C ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX VENDOR IF AF -104375 AF- t0376 AF -10.7 n7924- 1187 AF- 10379 AF-10.180 AF- 12376 AF- 12375.. AF -10378 FASTEC INDUSTRIAL FASTEC-- INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES 4172 W 41721 MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER POT INDUSTRIES MERCHANTS FASTENER FASTEC: INDUSTRIAL SCHNEE MOREHEAD POT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HA4l.00 KARLOC H.P. G, 41727 DOW CORNING 51115504 4UBL4( 0200X190: 75x190 FD3PTAY 100 880: 820 899 37 .431 LAM. W /DUPONT 3 .484 L4M..W /DUPONT 39 .464 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 41 1Et x .75 Ph. Fi. Tek 1 (0 r.h. astragal) 7834FPT __ H.P.G. .P,G. M.P.G. PGT INDUSTRIES _SPENCER PRODUCTS PRODUCT REVISED as complying with St Florida Dalkg Cols 140xyl.aae No 07, 101.12 bpintdon ti 12 DoSeAatact Caaeoi PRODUCT RENt fWFD AcrErrANcx Nu. a t' 0 4 '1.04 CO1RATION twt N4,JertgeC. 24204 ay \• L4 1. PitookxL; tic R tz]Rt•:rr►t.!tD nt j riCV Er • 1 fr'/ Robert L. Clark, BE. P.E #39712 Strom R.rtti.ns: 0) added 2 pt. lock . into Airthrisk R.Y,d 1 Oat.: CM/ By: Data: O.& 11/17/421 anno e 0.8. °2/16/98 1614m6644-RDILARkt riorve 1 1/64 Paine i. Q* Aegdae 1 r S SWD -101 1070 Technology Dr. Nokomis, F7. 34275 INDUSTRIES oe;ptlen: French Door - Anchorage POT N0: VENDOR ?irk s.:• Stoat 4.4 B. a M. Ha. 971 1-3 sazz ;snpui Q _ARGE MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/1 6" (.35.0) LAMINATED USING MONSANTO SAFLEX PVB OR -`- DUPONT W /-'BUTACITINTERLAYER- BETWEEN (2)-L- ITES -OF: -- A. 1 /8 ANNEALED GLASS B. 1 /8 HEAT STRENGTHENED GLASS CONFIGURATIONS: XO or OX DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. REFERENCE TEST REPORT: FTL -1 -969 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX -- • DAYLIGHT -- -- DAYLIGHT OPENING OPENING I1- 58 1/4" MAX FIXED LITE DAYLIGHT OPENING MAX ;HT ITEM DESCRIPTION V.T. # QTY. /LOCATION VENDOR VENDOR # 1 FLANGE FRAME JAMB Alum. 6063 -T5 612225 2 ALUMAX AF -12225 2 FIXED MEETING RAIL Alum. 6063 -T5 612228 1 ALUMAX AF -12228 3 -- SASH- MEg'1NG -RAIL- Alum•.- 6063 =T5 =- 612229 _ 1_ ________ ALUMAX _ ___ _._ .... __. __. AE =12229_ 4* SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 . ALUMAX AF -12230 5 GLAZING BEAD Alum; 6063 -T5 653457t 8 ALUMAX AF- 534571 • WINDLOAD ADAPTER (Alum. . 6063-T5) 612236 1 (10 midspan of frame sill) ALUMAX AF -12236 B FLANGE FRAME HEAD (Alurn. 6063 -T5) 612237 1 ALUMAX AF -12237 FLANGE FRAME SILL (Alum. 6063 -T5) 612238 1 ALUMAX AF- 12238 • FRAME SILL ADAPTER •Alum. 6063 -T5 612239 1 - ALUMAX AF- 12239 10 SASH TOP BOT. RAIL . Alum. 6063= -T5 61.2240 2 . . ALUMAX AF -12240 SCREEN RETAINER- (Alum. 6063 -T5) 6532377 1 ALUMAX AF- 532377 5/16" (.350) LAMINATED USING (2) 1 /8" ANNEALED GLASS 5 16" .350 LAMINATED USING 2 -. 1 8" HEAT STRENGTHENED • GLASS CHANNEL ..(Alum. 6063 -T5 612244 1 (0 mdspan of vent ALUMAX AF -12244 #10 x 1.000 Ph. FI..SMS 710X1 4 (Windload Adapter screws) FASTEC #6 x 1.000 PH. PAN SMS 76X1.PPA 2 (for anti -lift channel) MERCHANTS 'FASTENER WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 8 (1 perr Glaziriq Bead TEAM PLASTICS TP -247 8 x .500 PHIL. Fl SMS 7856A 2 (Swee Latch screws 4 (when using 2 Sweep Latches) MERCHANTS FASTENER #8 x 1.000 PHIL P.H. SMS 781 PQA 22 (Frame/Vent assy. screws) MERCHANTS FASTENER IANTt_LIFr SWEEP LATCH - 71096 • 1 (11.5" from ends -vent mtg. rail) 2 (if height is >= 42 ") MINIATURE DIE CASTING PGT.214.XX WEEP HOUSING 70250 3 (1 ©rnidspan /2 1/4" from ends) MASTER TOOL 7- M10 -25C WEEP FLAP 70251 (1 ©midspan /2 1/4" from ends) MASTER TOOL 7 -M10 -251 ROLLER HOUSING 2 (Q ea. • end - of vent top rail) MASTER .TOOL 70312 BRASS WHEELS 7BRWHL2 4 (2 pet- Roller Housing) VINYL - TECH /P.G.T. WEATHERSTRIP - PILE\FINSEAL 61062W 2 ( ®vent top /bot rails & mtg. rail) SCHLEGEL CORP. FS7826 -18SILICON — - 62899 DOW CORNING 899 WEATHERSTRIP, PULB VINYL - 6TP249 1 @ vent -amb rail TEAM PLASTICS TP -249 57" MAX VENT DAYLIGHT OPENING 8" MAX I I 1 8 MAX 4" MAX --L 4» MAX SEE. NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION [ ESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A.OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A - A 44.000 A A A A B - 53.12 A A B B B 1 63.000 . A -B. B B B 74.000 A B B B B Robert L. Clark. P.E. PE #39712 �1-rt}etsrcil INDUSTRIES Revsd By F. K. Date: 1 1/5/01 Revisions: UPDATE FOR RENEWAL Revsd By: F.K. Date: 1/29/99 Revisions: C -NO CHG THIS SHT Drawn By D.B. Date: 2/16/98 PRUDUC.T REVISED as complying with the Florida Bolding Code Acceptance No 0 - 030502 Expiration to • _Jj j i 9 Die Prod Division patrol Description: OX ELEVATION &. B.O.M. (LG. MISSILE) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Madet Scale: . Sheet: •Drawing No. Rev: HS -710 - NTS 1 of 4 4112 C KTERIOR 2.710 _ ROUGH OPENING .500 MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT ROUGH OPENING MAX. VENT DAYUGHT OPENING 2.094 .500 1 ROUGH OPENING VERTICAL SECTION 2:784 -- MAX. DAYLIGHT OPENING MAX. WIDTH EA 1 LrCtUrS MAX. DAYLIGHT OPENING --1 2.643 --1 HORIZONTAL SECTION 1/2" GLASS BITE L 1/8" ANNEALED GLASS .090 1NTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS .705 2.784 ROUGH OPENING 1-- .500 1 /8" HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1 /8" HEAT STRENGTHENED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS INDUSTRIES Revsd By Date: F.K. 1 1 /5/01 Revsd ey Date: F.K 5/22/02 Drown By Dale: D.B. 2/16/98 Revisions ADD GLASS DETAIL Revisions: • C —NO CHG THIS SHT .PRODUCT REVISED as complying with the blame Balding Code Acceptance No 0 _o Expiration Date bkm Division 02 Description: SECTIONS & GLAZING DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Robert L. Clark. P.E. PE #39712 St ruallpal P.O. BOX- 1529 NOKOMIS, FL 34274 Title: ALUMINUM HORIZONTAL SLIDING NINDO Vii Series /Model: HS -710 Scale: NTS Sheet 2 ar 4 Drawing • No. 4112 Rev: 1PPROVED OD BUCK .Q • v 3/16" OR 1/4" TAPCON W/ #12 HD (SEE. NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 1/4" MAX.J SHIM .3/16 OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED 2x WOOD BUCK 1 1/4" MIN.. 1/4" MAX. SHIM #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK TYPICAL SILL SECTION WOOD ANCHORING -1/4" MAX. SHIM 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. r SHIM 1 1/ 4" MIN. t • APPROVED WOOD BUCK 1 1/4” MIN. TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 /4" - MAX. SHIM= #10 WOOD SCREW APPROVED 2x WOOD BUCK 1 1/4" MIN. TYPICAL JAMB SECTION WOOD ANCHORING NOTES: 1. USE ONLY MIAMI -DADE. COUNTY APPROVED ELCO OR MN TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Robert L. Clark, P„E• PE #397I2 Cti,��r „rat INDUSTRIES Revsd By: F.K. Date: 1 1/5/01 Revisions: UPDATED Revsd F. Date 522/02 Revisions: F!X TAPCON DESIG. Dra wn By D.B. Date: - 2/16/98 PRODUCT REVISED es complying with the Flaridu BnidIng Code Acceptance No Expiration Date land Dade Product Division Description: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, - FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS-710 Scale: NTS •Sheet: 3 of Drawing No. 4112 Rev: c a - 5 s a p 2.784 1 1— .705 .062 1— .737 CD FLANGE FRAME JAMB 6063 —T5 ALUM. 5/16" GLAZING BEAD 1.187 2.074 t FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 FIXED MEETING RAIL 6063 —T5 ALUM. .062 .688 .723 0 WIND LOAD ADAPTER 6063 —T5 ALUM. • 1.349 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 1.187 1.081 0 SASH MEETING RAIL 6063 —T5 ALUM. 1.373 .062 2.710 --{ 1..273 Q FLANGE FRAME HEAD 6063 —T5 ALUM. • .062 a 1 .349 1.970 1.291 ®SASH SIDE RAIL 6063 —T5 ALUM. .062 1.122 1 k2.710 DFLANGE FRAME SILL 6063 -T5 ALUM. 2.094 1 Robert L. Clark, P.E. PE #39712 INDUSTRIES Revsd By: F.K. Revsd By: F.K. Date: 11/5/01 Date: 5/22/02 Revisions: ADDFD SHT Revisions: C —N0 CHG THIS SHT Drawn By: F.K. Date: 1 1/2/0 1 PRODUCT REViSEy ss complying with the Florfau Bolding Code Acceptance No &Oral! n D B Miami Dade Product Control Division Description: EXTRUSION PROFILES 1070 TECI- INOLOGY DRIVE NOKOMIS. FL_ 34275 P.O.. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM HORIZONTAL SLIDING W/NDOti Series Model: 5cafa: iShe4et: D rawin No. Rev HS -710 N7� ar 4 g 4112 I t • NOTES: LARGE MISSILE WINDOWS 1. MAZING OPTIONS: A. 5/16! LAMINATED _GLASS COMPRISED OF (1) LITE OF 1181' ANNEALED GLASS AND (1) UTE OF 1/85' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLI/11A OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 118' HEAT STRENGTHENED GLASS W/ AN .0P0. INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LIT OF 3/164 ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVI3. 0.7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3116° HEAT Si kENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM .E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). B. POSMVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIN4.1-DADE COUNTY). C. DESIGN PRESSURES UNDER. 40 P.S.F. NOT APPLICABLE IN MIAMI- DADE COUNTY, D. FOR °X" CONFIGURATIONS SEE SHEET 4. E. FOR °XX" CONFIGURATIONS SEE SHEET 4. F. FOR 1-14 "X= & '0° CONFIGURATIONS SEE SHEET 5. G. FOR 144 'XOX" & *X06 OR "OX" CONFIGURATIONS SEE SHEET 6.. H. FOR UNEQUAL UTE "XOX, *X0" &°0X" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4' FROM CORNERS • MAX. 4' & 7' ON EACH SIDE OF MEETING RAILS MAX 14 VT SPACING ON VENTS MAX. 13' SPACING ON FIXED UTES- (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY' JAMBS: MAX. 4' FROM CORNERS MAX 13° SPACING (2) ANCHORS 3" APART AT MID-SPAN NOTE: 1/4' TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16! TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME_ 7. REFERENCE TEST REPORTS: FTL-3580, FTL-3582 & FTL-3587. I NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS • 2-3 • _DESIGN PRESSURE TABLES. 4-7 SECTIONS. ... . .... .......... • CORNER CONSTRUCTION .9 EXTRUSION PROFILES • 9-10 PARTS LIST 10 • • ANCHORAGE, 11 UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 1/8' HEAT - STRENGTHENED GLASS .650 NOM. GLASS BITE 5116" LAMINATED GLAZING DETAIL .490 SOLUTIA OR DUPONT INNER LAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS —1 • 3/1 6° HEAT I STRENGTHENED GLASS .650 NOM. GLASS. BITE 7/16" LAMINATED GLAZING DETAIL : Approved as evaapiplag esz Fiefida Wale Dile OS 22. NOM Dadits-iik*a 070 =MOW, DRAM NOKOMIS, •R.,N75 P.a BOX 15 9 • P40)0164 is 34274 NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Vizi Bruer Strieleatrarat ii-7,kitt I—1:17- •I aftale . 11 1 7,14 • LUCaS A. Turner, P.E. PE X50201 ANCHOR LOCATION TYP. ANCHQR, :: LOCATION' CO CENTERLINE I . Uri 4" MAX. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) .,. 13' MAX. O.C.. a 1 • SE.E ® MID-SPAN AN R DETAIL //yy]] ° l-) 4" MAX ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) - 1344' MAX. WIDTH 53" MAX. DAYUG T Od1NG �{ 14 1171 i . 0.C. CATION V' - 63° HIGH WAX* (SEE SHEET 4 FOR PRESSURES) 301.MAX DAYLIGHT OPENING �-3 0 0 0 SEE M1D;SPAN ANCHOR DETAIL (2). 56 Wit. DAYLIGHT OPENING 13" MAX f 63" MAX. HEIGHT 4' MAX t - 411, MAX: 1 rn c co 13" MAX. Q.C. 3r �.6t3". MAX. FIXED VENT. TYP; 14 lir MAX.. D.C. VENT HEAD 8 SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION wk! - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) Try ra2itioteGY R.. PA:Bi2X 1429 . , Ootcosp:FL:q4i-i4 :.. /21,03 !War EL ATIONS" 0 Lticis A Tomei. P.E.. PE ilgtgat 6G+os�4ioef.�1 SEE PAID-SPAN '. ANCHOR DETAIL SHT. 2. 1YP. (2) MAX 0.C. 4 MAX. MAX. WIDTH ID 1 6 25" MAX. DAYLIGHT OPEIIIG € "MA( AYLGHT • OPENING i • -� 37ffi MAX. WIDTH DAnIGl�T.-i- C PENING SEE MID -SPAIN ANCHOR DETAIL SHT, 2 TYP:.(2) 77' MAX. ' 13° HEIGHT MAX. T o:C. f 1 141!2' MAX MAX 0.C. ELEVATION V - 72 HIGH 'X" (SEE SHEET 4 FOR PRESSURES). NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID - SPAN ANCHOIR DETAIL SIFT. 2 TY.P. (2) 14 112" MAX.. O.C. VENT 4-I5AD & SILL ONLY 13" MAX O.C. MAX. Y•W'JD.i H JT.OP I ING AYLI j 14 VT MAX: D.G: ELEVATION "D" - 63"- HtGft'X (SEE SHEET 4 FOR PRESSURES) 4" MAX. Y" M 30" MAX.. DAYLIGHT 53 53i' MAX OPENING DAYLIGHT OPENING 97" MAX. WIDTH .{" MAX. ELEVATION 'S° -63° HIGH "O" (SEE SHEET 5 FOR PRESSURES)' 1-..!--..-L-13° MAX. C.C. 3" MAX --- 31 MAX "1lENT f- 60" MAX FIXED ELEVATION ."F' - 63" HIGH "XO" & "'OX' UNEQUAL LITE (SEE SHEETS 6r-7 FOR PRESSURES) 56". MAX. DAYLIGHT OPENING SEE MID -SPAN. ANCHOR DETAIL SHT. 2 TYP, (2) 63" .MAX. HEIGHT SEE MEETING RAIL DETAIL .SHT. 2 TYP. (2) 56' MAX DAYI.lGF{T OPENING. 5/x/03 r WIVE NC3TOMISt PL. 34= P.O.E X X529 .4 34274 Lucas A. Tur=sw,'P.E. F£:. COMP ARATIVE ANALYSIS TABLE =1 D ON 114' TAPCO iS OR ; 4 SCR WIDTH 1 19.125 N 1 "X" WINDOWS TEST REPORTS: FTL -3582 FTL-3587 26.000 31.000 36.000. 38.375 43.000 48.000 50.625 54.000 57.000 60.000' ' -.63.000.. 66.000. 69 72:000. G A 24.000 N -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 G P G -90.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 -90.0 70.0 .-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 N -90.0 -90.0 -90.0 -90.0 N OS N G N S. 7�0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 70.0 70:0 70.0 70.0 -90.0 -90.0 -90.0 -90:0. 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 70.0 70.0 .......__.... 70.0 70.0 4 EG - 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 G NE G. -90.0 -90.0 -89.6 -90.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -86.3 -90.0 70.0 70.0 70.0 70.0 26.500 30.000 32.000 34.000 36.000 37.000 -90.0 70.0 -90.0 70:0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 =79.9 70.0 70.0 70.0 -69.9 69.9 -67.8 67.8 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 -90.0 -90.0 75.0 -75.0 70.0 - 90.0 70.0. -90.0 70.0 -90.0 70.0 -87.4 70:0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 -90.0 70.0 - 90.0.70.0 -75.0 70.0 -86.3 70:0 -90.0 70.0. -75.0 70.0 41.0 70.0 -90.0 .70.0 -75.0 70.0 70.0 -75.0 A . -75:0 B -75.0 A 75.0 B .75.0 70.0 -75.0 70.0 -75.0 ......_......... 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -70.4 70.0 -75.0 70.0 - 67.9 67.9 -75.0 70.0 -77.6 70.0 -90:0 70.0 -71.1 - 90.0' -65.5 75.0 - 60.4. -75.0 -59.0 - 75.0 70.0 70.0 65.5 70.0 -68.4 68.4 -90.0 70.0 -51.8 -90.0 -57.5 75 :0 63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 562 -53.4 53.4 -90.0 70.0 -90.0 70.0 61.8 70.0 57.5 -58.9 58.9 -90.0 70.0. -54.9 54.9 -56.1 -90.0 -51:8 56.1 70.0 51.8 70.0 604 70.0 59.0 70.0 -54.3 54.3 -75.0 70.0 -52.8 52.8 -75.0 70.0 -75.0 -5'1.1 -75.0 -49.9 -75.0 70.0 51.1 70.0 49.9 70.0 -75:0 -47.9 -75.0 -46.4 -75.0 70.0 47.9 70.0 46.4 70.0 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 - 43.5 -75.0 70.0 -90.0 53.8 50.4 70.0 -90.0 48.6 -452 70.0 44.8 70.0 43.5 70.0 -75:0 -422 -75.0 - 41.1' -75.0 70:0 50:4 70.0 45.2 70 :0 422 70.0 41.1 70.0 TABLE'2.(BASED ON 1/4" TAPCONS OR #14 SCREWS 'X" WINDOWS GLAZING OPTION: C. 7/196" LAIAM (3116"A,.090,3/16 1S) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X`i SIZES UP TO 3200" WIDE x 72.000" HIGH 1-90.01 70.0 , TEST REPORTS: FTL-3580 FTL -3587 - 90.0 -47.7 90.0 -42.4 - 7.5.0 -39.7 -75.0 - 38.6 -75.0 70.0 47.7 70.0 42.4 -90.0 70.0 -90.0 70.0 -842 70so -90.0 70.0 -66.2 66.2 - 90.0. 70.0' - 51.3; 51.3. -90.0 70.0 -45.6 -90.0 70.0 -Q0.0 ;70.0 - 90.0.7.0:0 - 90.0:70.0. -83,2 :70,041:7 :` 70.0 -90.0 =7Q 0:.:90;0- :.70.0 -65.0 ::65.0: 43.7: 963.7 90.0`':'70:0 -90.0 -70:0 .-49.8 :49.8 - 48.3.E 48:3 90.0.7}.9 ? 90.0,: 70:4: 45.6 -4a9 43.9:. 42:2:. 42.2 -90.0 70.0 -87.8 0.0 -84 :4 70. 70.0 39.7 70.0 38.6 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON. 1/4" TAPCONS OR #14 SCREWS) GLAZ1Na OPTION: "OCX" WIDTH 37.000 43.000. 48.000 53.125 . 57.000. "XX" WINDOWS TEST REPORTS: FTL-3582 A. 5/1641 LAMI (1/8 A.090,1/811S). . HEIGHT 26.000 31.000 36.000 38.375 43.000 .A A -75.0 -75.0 -75:0 -75.0 70.0 70.0 70.0 70.0 NEG 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 G P -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 N 48.000 ' 50.625 54.000 E -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 NE -75.0 -75.0 -75.0 - 75.0 S 70 0 70.0 70.0 70.0 57.000' 60.000 63.000 G PO -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 N -75.0 -75.0 -75.0 -72.1 70.0 70.0 70.0 70.0 N - 75.0.. 70.0 -75.0 700.0. 75..0. 700.0 -69.5. 69.5 NE -75.0 -75.0 -75.0 -67.5 70.0 70.0 70.0 67.5 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -69.6 69.6 -55.2 65.2 -63.0 63.0 -60.8 60.8 -75.0. 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -- 64:000 68.000 74:000 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 70.0 -61.8 61.8 - 58.9 58.9 56.1 -53.8 53.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -70.4 -67.9 70.0 67.9 -60.4 -59.0 60.4 59.0 -54.3 -52.8 -54.9 54.9 52.8 -4-9.9 49.9 -51.8 51.8 -48.6 48.6 -47.9 -46.4 47,9 46.4 -44.8 -43.5 44.8 43.5 -50.4 50.4 MEM -58:0 58.0 NOTE :' C" WINDOWS 't THAN 32" AVAILABLE AT MAX. HEIGHT OF 83" ONLY. IF USING 3h 6° TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F MEM -47.7 -42.4 42.4 -39.7 39.7 -38.6 38.6 TABLE 4.(BASED ON 114" TAPCONS OR #14 SCREWS "XX" WINDOWS TEST REPORT: FTL -3582 • GLAZING OPTION. B. 5116" LAMI (1/8"HS,.090,118 "HS) ALL' XX" SIZES UP -TO 74.000' WIDE x 63.000" HIGH 75.0 70.0 ABLE 5 ..(BASED ON 1/4" TAPCONS OR #14 SCREWSL 'XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/18"A,.090,3/16'HS). ALL "XX" SIZES UP TO 74:000 WIDE x 63.000" HIGH TEST REPORT: FTL 3580 - 90.01.70.0 RrostaT44 31T33 TA 13 ND 3, GLASS TYPEA 1e, fiCKWIS. P.Q 5C,Ze 1528 a 34274 NOTE: IF USING 3/16" TAPCONS OR #12 SCREW DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENTWINDOW, IMPACT 1312;rrc4 .. 4 '4 I * Zattiig Lucas A; Timer; P.E. PE i58201 ' N 0 (. . w 0 0 0 (D COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4 IOC: 51'16 1 ``I TAPCONS OR #14 SCREWS' 4-1 -1 4 1 y 70X" {W1D DTH 36.000 72.000 23..000 31:000 36.000 38.375 43.000 H 48.000 50.625 150 EST REPORTS: FTL- FTL -3582 4131161114111.1 TIC 54.000 1 57.000 a 60.000 63:000 NEG POS NEG POS NEG POS -, NEG POS NEG POS NEG POS NEG .POS . NEG POS A -75.0 70.0 ' 75.0. 70.0 75.0 70.0 -70.4 70.0 60.4 60.4 154.3 54.3 ` =51.1 51.1 -47.9 47.9 NEG P08 NEG1POS NEG POS -44.8 44.8 ± -42.2 42.2 -.39.7 ..39.7 37.000 74.000 39:500 79.000 42000 84,000 45.1 x.000 40.000 96.000 50.500 101 53.125 106.37 ttt: • ra: 1.t� 54.000 108. 55.500 111. 57.000 114.0 58.500 117. 60.000 120. 1, I;1. B -75.0 ' 70.0 -754 70.0 A 8 C A B c A B c A B A B C A G A B -90.0 70.0 ..................... -75.0 70:0 -75.0 70.0 -90.0 '70.0 - 75.0 ' 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 - 70.0 -90.0 70.0. 75.0 ..70.0 -75.0 '70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 y .70.0 -75.0 70.0 -75.0 70.0 -90.0 ' 70.0 -75.0 70.0 -75:0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 90.0' 70.0 -75.0 70.0 -75.0 70.0 9OE3 70.0 74.2.70.0 -75.0 70.0. -90.0 :' 70.0 -729 70.0 -75.0 70.0 C -90.0 -75.0 7110 75.0 70.0 ' 75.0 70.0' : -75.0 70.0 . -75.0 7010 -75.0 70 -75.0 70.0 -75.0 70.0 =75.0 70.0 -90.0 700 -75:0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 704 -90.0 70.0 -75.0 70.0 75.0 70.0 -90.0 70.0 70:3 ' 70.0 - 75:0'' 70:0 -90.0 70.0 -85.0 65.0 -75.0 70.0 -90.0 7110 -60.8 60.8 -75.0 70.0 -90.0 70.0 -58.7 .58.7 -75.0 70.0 -90.0 X70.0 -58.2 58.2 -75.0 70.0 -90.0 70.0 -57.1 57.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 90.0 ' 70.0 -73.7 70.0 j -667.9 .67.9 - 59.0.. 59.0 -52.8 52.8 -49.9 49.9 -75.0. 70,0 75.0 , 70.0 ; 75.0 70.0 -75.0 70.0 -75.0 70.0 - 90.0 70:0 - .O 710 ;-90.0 70.0 - 90.0.70.4 -90.0 70.0 -67.8 67:8 -62.1 62.1 - -557 55.7 -49:8 .49.8 -469 ' 46.9 75.0. 70.0 -75.0 70.0 - 75.11 ' 70.0 -75.0 700 -75.0 70.0 -90.070.090.070.09�0 70.090.O 70.0 90.0 .70.0 -62.4: 82.4 : -58.4. 513A -63.3 • 63.3 -56.4 56.4 -53.4 53.4 -75.0 700 75.0. 70..t0 75.0 70.0 ' -75.0 ` 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -58.0 t 58,0 4 -54.6 54.8 -59.3 59.3 = -53.6 53.6 90.9 50.9 -76.0 70.0 ! 75.0 , 70.0 _ -75.01 70.0 75.0. 700 -75.0 70.0 -90.0 70.0E -90.0 70.0 -90.0 70.0 .0. 70.0 -88.2 70.0 X4.3; 543 -51.1 51...1 --.55.1 55.1 51.4 51.4 ; -48.6 48.6 -75.0 70.0 :75.0,, 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0. -90.0 70.0 -90.0. 70.0 90.0. 70.0 -86.0 70.0 -80.9 70.0 -51.3 51.3 48.3; ' 48.3 -5527 52.7 -48.7 48.7 -46.9 46.9 -75.0 7001.75.0. 70.0 75.0 70.0: -75.0 70.0 -75.0 70.0 -9110 70.0 - +90.0..70.0 -90.0 70.0 -812 . -70.0 -75.7 70.0 -48.7 48.7 -45.4 45.4 -50.0 50.0 -48.1 46.1 . - 44.2 44.2 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0. -90.0 70.0 -90.0 * 70.0' ' - 88.8 , 70:0.: -764 70.0:.71.1 70.0 -47.9 47.9 -44:5 44.5 .. -49.1 49.1 - 45.3. 45.3 -43.4 43.4 75.0 70.0 -75.0-, 70.04„ -75.0 70.0 -75.0 700 75.0 70.0 -90.0 70.0 -90.0: 70.0 -86.9 70.0 -75.0 70.0 70.1 70.0 -46A 46A s -43.3 ; .413 -47.5 47.5 - 43.9 43.9 -42.2 42.2 75.0 ' 70.0 75.04 70.0 -75.0 70.0 ; -75.0 70.0 75,0 70,0 $ -75.0 70.0 -90.0 70.0 90.0 70.0 -90.0, 70.0 - 84.3. 70.0 -72.5 70.0 Y -68.4 68.4 -56.2' 56.2 -44.8 44.8 -42.1 42.1 46.2; 48.2 -42.5 42.5 -41.21 41.2 -75.0 70.0 -75.0 70.0 75.0 70.0 R -75.0 70.0.; -75.0 70.0 -75.0 70.0 -90.0 -- 70.0 -55.0 , 55.0 75.0. 70.0' -90.0 70.0 -53.4 53.4 -75.0 70.0 70.0. - 90.0.70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70;7 70.0 -66.7 -43.4 43.4 -40.9 40.9'.. -44.8 44.8 X1.3 41.3 -40.2 -75.0 -70.0 ` -75.0 a 70.0, -75.0, 70.0 75.0 j. 70.0 -75.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.01 69,0 a -64.9 42.2 42.2 ' -39.7 39.7 43.5 43.5 ` 40.4 40.4 -39.2 -75.0 70.0 ` -75.0 70.0 75.0 ,70.0 ; - 75.0 70.0 r' -75.0 -90.0. 70.0 -90.0. 70.0 77.1 , 70.0 -67.3 67.3 -63.3 -90:0 70.0 -90.0 .70.0 -90.0 70.0 -48.4 48.4 -43.5 43.5 -41.1 .41.1. =75.0 ' 70.0 -75.0 70.0 4 -75.0 70.0 -90.0 ' 70.0 -90.0 70.0 -90.0 70.0 -43.6 433.6 -41.1 41.1 -38.6 ; 38.6 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -877.4 70.0 -50.0 , 50.0 - -46.9 46.9 -44.3 44.3 75.0 -70.0 75.0 70.0 . -75.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 47.5 47.5 - 44.7 44.7 -42.1 42.1. -75.0 _ 70.0 -75.0 70.0 -75.0 70.0 -81.9 7110 -78.9 70.0 72.4 .70.0 -45.3 45.3 -42.5 42.5 -40.4 40.4 75.0. 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0:70.7 70.0 : 437.3 f 87.3 .43.5: 43.5 -41.3 41.3 -392 ( 39.2 -75.0: 70.0 -75.0 70.0 75.0 , 70.0 70.3 LL 70.0. -66.8 68.8 -63.5 615 - 422 42.2 -40.1 40.1 -38.0 38.0 - 75.0 170.0 -75.0 70.0, -75.0 70.0 -66.5, 66.5 : -63.0 63.0 -60.0 60.0 41.9. . 41.9 -39.8 39.8 -37.6 37.6 -75.0 ` 70.0 70.0 7610 -65.4, 65.4 : -61.81 81.8 ' -59.1 59.1 40.8 40.8 -39.1 39.1 -372 37.2 -75.e 70.0 75.0 70.0 -74.3 70.0 90.0 70:0 38.6 38.6 -75.0 70.0' -90.0 70:0 -38:5 38.5 X. 75.0 70.0 N43TE: F USING 3/16' -83.2 70.0. iAPc0NS ORS12 . SCREWS -41.9 .41.9 ` DESIGN-PRESSURE FOR 'V 75.0 70.0 WINDOWS is LIMITED TO 52..1 P.S.F. .. . 39.7._ 39.7' DESIGN-PRESSURE FOR -75.0 70.0 `XO . WINDOWS S. -69.2 '69.2 LIMITED TO 41.3.P.S.F. 75.6' ' 70.0 -38.4 38.4: 75.0 70.0 - 4.1..64.1 -37.1 ' 37.1 -74.3 '70.0 -60.5 :.605 -36.2 36.2. 72.4 70.0 -57.3 57.3 3.9 35.9 71.8 70.0 5• 6.4- 56.4 35.4' 35.4 70.8 .70.0 66.7 40.2 70.0 64.9 39.2 70.0 -63.6 63:8 -601 60.1 =57.5 57.5 -39.8 39.8 -38.5 38.5 ' -36.7 36.7 -75.0 70.0 75.0 , 70.0 73.3 # 70.0 -61.8 61.8 -58.7 58.7• -55.9 55.9 -38.7 -38.7 -37.6 37.6 -36.1 38.1. 75.0 70.0 4 -72.2 70.0 -57.3' ; 57.3 -54.5 . 54.5 -36.7 36.7 -35.5 35.5 -73.3 70.0 -71.0 70.0 -75.0 70.0 63.3 -59.1 59.1 -54.8 54.8 34.8 34:8. -69.6 .69:6 - 53.2 53.2 -34.2 342 -68.4 68:4 -51.6 51.6 -65.9 55.9 -53.0 53.0 -33:7 33.7 -67.4 67.4 - 50.0. 50.0 TABLE 7.(BASED ON 1/4° TAPCONS OR #14 SCREWS) : 'O" 8 "114- 1/2 -1I4 XOX" WINDOWS . GLAZING OPTION: D. 7/16" LAMI (3/18 "HS,.090,3 /16"HS) ALk.°°O" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SI7FS UP TO 120.000" WIDE x 63.000" HJGH TEST REPORT: FTL -3530 -90.0 .70.0 1070 TECHNOLOGY DRft AI[3COI19IS, FL 34273 p.a. B9. 1529 ICKMOS, FL 34274 PRESSURES- 0 & I14-1/2-1/4 XOX CORFIG. WINDOWS 78�r ALUMINUM CASEMENT WINDOW, IMPACT 1521A;TA tasa.op9ar 7045-8 I 14ably Beer asdeatseeist elf 67411 'alb deg. it = NOM - AY- �t -F'rvr Maud Mae rsaitad tacaa ATE i2Q1' - 0 b z. N 0 0. COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/46 TAPCONS .OR #14 SCREW OR '10 .1 1 113 • W D • T. TEST REPORT: FTL-3582 N 0 A. 5" r T 1/ . =5„1 XO' WIDTH "X0r WIDTH - = er- - 26.000 31.000 36000 38375 43.000 48.000 50.625 54.000 57.000 6E000 63.000 I 1 'uiaf Mr-,31ZiaLLUE -MI -piM1 NE-G IMO 1 •I 1-ALOad PO NEG rMiritta. 70.0 -7E0 700 LiaiatZILLO -7E0 70.0 -75.0 POS 70.0 illaalata -75.0 70.0 37.000 55.500 la -75.0 70.0 -7E0 70.0 -7E0 70.0 -75.0 700 -7E0 70.0 -75.0 70.0 -75.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 10.0-75.0 70.075.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.070.O 49.333 74.000 fl-75.0 70.0 -75.0 70L0-75.� 70.0 -75.0 70.0 -7E0 70.9-750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7E0 70.0 53.125 79.688 vi -75.0 70.0 -75.070.0-75.070.0 -75.0 70.0 -75.0 70.0-75.0 70.0 -750 70.0 -75.0 70.0 flag 10.0-89.5. 89.5-67.5 58.000 84.000 El -75.0 70.0 -7E0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7E0 70.0 -71.9 70.0 471 67,7 -64.9 ED -82.7 62.7 -80.4 60.4 60.000 90.000 0 -75.0 70.0 -7E0 70.0 -75.0 70.9 -75.0 7E0 -75.0 70.0 -684 684 -63.9 63.9 -60.0 60.0 58 5 rP3 !CFI - 64.000 96.000 ics -75.0 70.0 -7E0 70.0 -76.0 70.0 -7E0 70.0 -71.1 70.0 -61.8 81.8 -58.9 -561 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 Z3 -7E0 70.0 -7E0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 -582 58.2 -5E6 55.6 • 52.6 -49.4 49.4 -45.9 45.9 gEmumi -40.3 40.3 70.917 108.375 1121 -75.0 700 -7E0 70.0 -75.0 70.0 -71.8 70.0 -61.8 618 5E1 -51.9 ElE1 -48.9 4E9 -45.8 45.8 3 42.8 72400 108.000 (1 -75.0 70.0 -7E0 70.0 -75.0 70.0 -704 70.0 -80.4 60.4 -54.3 -51.1 MII -47.9 47.9 44.8 422 f -3E7 39.7 74.000 111.000 A -7E0 70.0 -7E0 70.0 70.0 -67.9 67.9 -59.0 59.0 -52.8 62.8 -4E9 _ 46A 48.4 43.5 -41.1 41.1 -3803 38.8 TABLE 9. (BASED ON lir TAPCONS OR #I4 SCREWS) 104011 or *OX" & "113-113-1/3 XOX' WINDOWS GLAZING OPTION: 8.5118" LAMI (1/61-15„090,1/8111r1S) ALL 1907 OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL 1/3-1/3-1/3 XCX" SIZES UP TO 111.000" WIDE x 83.000" HIGH TEST REPORT: Fn.-3582 IGH -75.0 70.0 TABLE 10. (BASED ON 114" TAPCONS OR #14 SCREWS) "XO" or "Or & '113-113-1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. Mr LAMI (3116*A..090.3118611S) ALL "XO" OR "Or SIMS UP TO 74.o00" WIDE x133.0006 HIGH AND ALL1/3-1J3-1/3 X0X" SIZES UP TO 111.000* WIDE x 63.000" HIGH 1-9E01 700 NOTE: IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO' OR "OX" AND "(Or WINDOWS IS LIMITED TO 41.3 P.S.F. x Aprz!ved ,cinepteax Som. . DMA :6: 3 FA. 7X13 A 0=A eXiariss. REWSE TAME GLASS TYPE A lirserzszeic 10 distill if sA Criss rA9LE8, GLASS TYPE A TECMCLGG'Y DRIVE NOKOMIS, FL 34275 P.O. Sci.V IWO Nar.02113, FL. 34274 • PRESSURES XO, OX, & 1/34/34/3 XOX WINDOW ALUMINUM CASEMENT WINDOW, IMPACT :;;Eletzer. aleallabibt -14 04444. rcisistrisite. • 1 64;50 3,61/o3, Lussas PE. 14.$401:- '01 1-3 soTalsr1Pui 03 Aprz!ved ,cinepteax Som. . DMA :6: 3 FA. 7X13 A 0=A eXiariss. REWSE TAME GLASS TYPE A lirserzszeic 10 distill if sA Criss rA9LE8, GLASS TYPE A TECMCLGG'Y DRIVE NOKOMIS, FL 34275 P.O. Sci.V IWO Nar.02113, FL. 34274 • PRESSURES XO, OX, & 1/34/34/3 XOX WINDOW ALUMINUM CASEMENT WINDOW, IMPACT :;;Eletzer. aleallabibt -14 04444. rcisistrisite. • 1 64;50 3,61/o3, Lussas PE. 14.$401:- '01 1-3 soTalsr1Pui 03 0.0i.mvi wi i 1 1 VC /VIAL 101! TEST REPORTS: FTL-3580.: PTL-3582 ! rigr O`: I= unj118 A,.11- ,i1 ...511 t" 38.375 � 43:000 1 1f8. ,. a `i +, ■EJ _-.. 5 48.00{i" SO:fi25 : ` 3 li; ? 1' 1 a I, .16, =� ' 60.000 , .63 000: "XOX� VENT FIXED WIDTH WIDTH = WIDTH 69264 + 19.125 ` 31.014" . 26.000 , . : 36.000 � 54.000 - 57.004 -75.0 70.0 75.0.' 1 -• .70.0 -75.0 ' O. 70.0 -74.1 -- ` s 70.0 ;l -64.9 - �' 64.9 - 60.6 ` UM 60.6 = 58.1 581 -56.1 POS 561 - - fl 53.3 I.Ug P r� -50:5. ,50:5 - J -75 0 '70.0 : -75.0 70:0 - 75.0 : 70.0 -75.0 70.0 . - 75.0 .70.0 -75.0 .70 .0 -75.0 70.0 -75.0 70.0 -75.0 : 710 -75.0 700 Q; -90:0 70.3 -90.0 70.0 : -90.0 70.0 -90.0. 70.0 ' -90.0 " 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 : -90.0 70:0 -90L .70:0 .86.919 " 24.000 . :.38.919 �. -75.0 70.0 `' -89.1 69.1 - 63.4 63.4 -56.5: 56.5 -50.4 504 -47.5 ` 47.5 -441 441 -41:6 41.6 ; -39:2 392 -36.9 36.9: 0 -7E0 70.0: 75.0 70.0 ; -75.0 70.0 75.0 .70.0:75:0 :: 70, 0' " -75:0 70.0 _ - 75.0.: 70.0 : -75.0 .70.0 -75:0 - 7.0;0 = :73.8: - 85:2._ -41.1 75.0 70:0 70.0 >` 70.Q.; [ -900 70,0 -90.0 70:0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90:0 70.0 ; -90.0 7a0 -90.0 70;0 -69:4 .461 -43.6 70.0 ' " -75.0 70:0' 43;6 70.0 95.973 ". 26.500 42.973 108= = - 30.000 ; 48.649 -75.0 70.0 -60.5 60.5 !► -62.1 62.1 1-4,411,1 .55:2 -52.6 70.0. -75.0 52.6 - 49.1; 70.0": -75.0 49.1 -46.2 70.0 j -75.0 jam; - 75.0:. 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 - 90.0.: r .75.0 70.0 70.0 -90.0 -53.5 : 70.0 ' -90.0 - 50.4 70.0 -90.0 50.4 70.0.: 54.5 -90.0 -50.7 .70.0 ` :90:0 50.7" -482 70.0 : -87.0 -44.9 70.0 : -81.9 44.9 : -42_0 :.70.0 : 77:2 42.0 "-40.1 70:0 4a t ` -38:0 : 70.0 38:0 E' 75.0 .70 .0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 ."70.0. 75.0 70.0. - 75.0 :.70 0 `. -7E0 70.0 75.0 70.0 75:0 70.0. I: -90.0 .70:0 -90:0 70:0 -90.0 70.0 . -90:0 70.0 -847 70.0 .79.5 70.0 :73.6 : 70.0 -69.7 69.7 -663 -66.3 -63:1 : 63.1 :. IFtw 32.000 `` 51:892 .75.0 70.0 =49.9 49.9 = 46.8 46.8 -51.3 _ . -47,4 "..45.5 lEga : : 427 .40.7 40.7 -38:6 3E6 -38.6 .33.6 70.0 E -75.0 70.0 75.0 70.0 -75.0 70.0:75.0 '70.0 -75:0 ' 70:0 -75.0 70:0 -75.0 70.0 -75:0" 70.0 -750 70:0 .73.2. El -90.0 70.0 -90.0 70.0 -90.0 7a0 -90 0 70.0 ° - 78.6 . 700 732 70.0 . -68.3 68.3 ' -648 648 -61.4 61.4 : -58.8 58:8 Q -75.0 70.0. ` -47.3 47.3 -44.0 -440 -48.4 48.4 -44.7 44.7: -42.8 42.8 ; -41.4 -39.5 39:5 -37.5 37.5y :-35:7 35:7. 122.000 33.687: 54.627 El -75:0 70.0 -75.0 70.01 7510" .70.0 -7E0 70.0 -75:0 70.0 -75.0 70.0 -7.5.0 70.0 -75:0 : 70.0- - 74.9 70.0 70.0:; -90:0 70.0 -90 .0 70.0 -90.0 .70.0 -85.8 70.0 - 74.0 ` 70.0 : - 69.4 69:4 : -64.7 64.7 -61.0 61.0 58.4 -55.7 55.7 MI . 34.000 55.135 �;. -75.0 1 -75.0 70.0 -48.8 46.8 - 43.6 43.6 " -47.9 .47.9 : -443 44:3 X -41.1 41.1 : - 39.3 39.3 -37.3. 37.3" x: -71.0 35.5 : 70.0 70.0 -75.0 70.0 75.0 70.0 -75.0 .70.0 `"- 75.0 70.0 -75.0 "70.0 -75.0 70.0 -75.0 70.0 -746 70.0 * -90.0 .70.0 -90.0 70.0 -90.0 70.0 _ -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1. 64.1 =60.5 60.5 -57.9: 57.9 -55.2 552 " Q - 75:0. 70.0 -45.5 _ -42.6 42.6 : -46.7 46:7 43.1 43.1 -4'1.6 41.6 -40.2 40.2 -38.7 38.7 ' -36.9 36.9" . -36.0 35:0 128. 1, 1 1 34.791 ` 56.418 In -75.0 70:0 -75.0 70.0 ' -75.0 no -75.0 70,0 - 75.0: 70.0 -75:0 .70.0 -75.0 .70.0 :75.0 " 70.0 -73.7 70.0 -70.1 70.0 [ -90.0 70.0. -90.0 70.0 -90.0 70.0 -82.8 70.0 ; 71.3 70.0 : -67.3' .67.3 . -62.5 ` 62.5 ' -59.2 59.2 :' -56:5 56.5: : -53.8 .53.8 j -74:4 70.0 :: -43.6 43.6 -41.2 -45.1: J - 41.5 41:5 : -40:4 40.4. 38.9 38:9 -37.7 j -36:2 362 -34.3: 130.000 35.696 ' 56209. El 75.0 70.0 -75,0 70.0 75.0 70.0 -75.0: 70:0 75.0 70,0 75.0 70.0 75.0. 70.0 -75.0 70.0 $F 70:0" `. -68.6 68.6 R - 90.0 70.0 -90.0.70.0 -90.0 70.0.; -79.9: 70.0 -69:3' 69:3 : -55.3 65.3 -60.6 60.6 : - 57:6 57.,6 -54.7 54.7 . -51.9 ., 51:9: 130.378 36.000 58.378 12IEVEI EI ' -75.0 70.0 -43.5 43.5 -41.0 41.0 -45.0 .45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 " 37:6 -36.1 36:1 34.3 70.0 -75.0 .70.0 ' 75,0 70.0 -75.0 70.0 -75.0 ' 70.0.: - 75.0.70.0 ; -75.0 , 70.0. ` -75.0 70.0 70.0. `. -68.5 68.5 0 -90:0 " 70:0" -90.0 70.0 -90.0 70:0 -79.6 70.0 -69.1 69:1 -65.1 65:1 -60.5 ' 60.5 -57.4 57.4 "-54.6 54.6" -51.7 51.7 0 -72:9 .70.0 -42.2 - 42.2 - 39.7. 39:7 -43.5 '43:5 .- -40.4 40.4 - -39:2 39.2. -37.7 37.7 -36:7 36.7 ; _35.5. -E j I' 1 4-' 37.000 60.000 75.0 70.0 75.0: 70.0 -75.0" 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 ` -75.0 70.0 x'.70.0 ` -71.0 ' 70.0 =67.4 67A -90.0 70.0 -90.0 70.0 . -90.0 70.0 : -77.1 70.0 -57.3 67.3 - 63.3 63.3 - 59.1 59.1 -55.9 55.9 -53:0 .53.0 ; -50:0. 50.0 'XO' &'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. _ SED ON 1 /4 ".TAPCONS OR #14 SCREWS "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS UM W& I. LITES 0. N VNEQIJAL L TES UNEQUAL U ES w O 0 TEST REPORT: FTL -3580 GLAZING OPTION: D. 7116" LAMI (3//16"HS,.090;3/16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63. 000" HIGH WITH 37.000G" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" "OX' g1ZEE UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH A■:D 60.000" MAX.: FIXED WIDTH NOTE: IF USINGlt" TAPCONS OR #1 2 SCREWS DESIGN PRESSURE FOR 'XO" OR "OX' AND'XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Riwntiv Paw FOL 3/f7# Paoli* -Dor F EI T 11, GLASS TYPESA & c tel: FX_ 12/17,0 Dalt 1575 BOGY WAVE FL 34275 P.G. BOK 1623 FL 34274 -90.0 70.0 PRESSURES- UNEQUAL CONPIG., XO; OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 2.604Ait v.. I NTS I � �: 11 +� .its. Lucy i . Turner, RE; mrictithari PE MAX. FIXED LITE DAYLIGHT OPENING (SEE SIT. 2) WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX. MAX. WITH (SEE HT. 2) HORIZONTAL SECTS -XX MAX DAYLIGHT OPENING. FP ED & OPERABLE VENT (SEE SHS.2&3) VERTICAL SECTION FIXED UNIT FRAME ASSE LY TUBE," MAIL: 6063-T "X" FRAME JAMB 1 MAX. O.C,' ! () SCREWS 3' APART AT MID -SPAN "X" FRAME JAMB 'XX' FRAME ASSEMBLY DETAIL FRAME ASSEIVIBLY TUBE, MAT'L: 6063 -Y6 eXW FRAME JAMB #12x1. PH TEK SMS 13' MAX O.G. WY (2) SCREWS 3" APART AT MID -SPAN 'O' FRAME JAMB NOTE ALL ALUMINUM SHALL BE. OF 6063 -T6 SASH FRAME TOP OR BOT'T'OM' RAIL #84I "OUAO.PH SMS (2) PER CORNER FRAME HEAD„ SILL, JAMB ' MATL: 6063 -T6 DEG# 7002A 1.156" SASH FRAME HEADY SILL, JAMB MATL:6 3-T6 D # 7003A SASH .FRAME ASSE BLY DETAIL "XO" 8 "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD. PI-I SMS (2) PER CORNER sy' 2.784 ". FIXED FRAME �H�vEAAD, SILL, JAMB I L:6O6 -T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL' w 7schnoicarowir FL $us P.Q BOX tai t FL 34274 X. • 1.2/17A02 Vasibp Lucas A'Ture. P.E. PE 1 1I2"XI/2"X1/8" COSH FOAM TAPE 78IPQA 67017K ITEM .. DWG # 73 . 7025. : 74 7316 75 g0:. ... 7005A 81. 1155'; 82 .7010 83 7007 . 1-11.101.1 O ILALO .A..101 3'. • 70834A X.750 QUAD PN SMS. 1PQA '+#8X.1 QUAD PN SMS D 4STAT.IATItDN 110/2 COYER 15 51161' GLAZING BEAD (49ATL: "6063 - T6 DWG# 7036 88-32 X .375 Pa PN. TYPE B. INSTALLATION HOLE (DER MAIL: 6063-T6 DWG# 7007 1 10X.500 PRPILL 5/16" LAMINATED (118A & 1/8HS GAM .090 INNER LAYER - SOLLTt7A OR DUPONT PYB 5/16" LAMJNATED (1/SHS & 1/8115 GLASS) .090 INNER LAYER - SOI.LI NA OR DUPONT PVB 7/16" LAJ +tATED (3/16A & 3/1611S GLASS) .090 DINER LAYER SOUfl1A OR .DUPONT PVB /16" LAMINATED {3/16115 & 3/16115 GLASS}. 090 INNER. LAYER - SOLITTIA OR DUPONT PYB 1.124" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 2.701" 6163K 61635K r44 8 X .500 `. . PN. TF.K SMS .423" .I=•— CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A oo 7012 7019 . .711573 SNAP -ON 1-HANDLE KNOB FOLDING HANDLE PARTS LIST & .EXTRUSION$ ALUMINUM .:CASEMENT WINDOW IMPACT via* Baiter: 4740 .' J ' � 10m91:: 7Q4 .: A.', P.E. • •' rt 1:. APPROVED WOO BOCK 1'112" OR MARE TACK (SEE NOTE 2) 114" MAX. SHIM #12 OR #14 SCREWS 1:1,? �, MIN. EMV BEDME i . OPERABLE UHT FRAME TO .WOOD BUCK 1 li2'"OR MORE THICK rlrrltv( CU IIYUUU but" LESS. THAN 1 112" THICK (SEE NOTE 3) 1/4° MAX. SHIM 3/16'10R 1/4" TAPCON (SEE NOTE 'F BELOW AND SHEET 1, NOTE 4) 114" MAX. SHIM- 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR I1W TA1PC(3NS. 2. INSTALLATION TO 'SHE SUBSTRATE OF WOOD BUCKS 1 112' OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE .REVIEWED BY BUILDING OFFICIAL. 3. INSTAU.ATION.TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 112" THICK TO BE ENGINEEIFED BY OTHERS. • APPROVED WOOD. BUCK 1 112" OR MORE THICK (SEE NOTE 2) 114' MAX. SHIM #12 OR #14 SCREWS •• • • • ii1=- {il -Ti•V EYtlSC:.p$1► 1 114' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE • �t. 1 i/4'. MIDI, EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1.112" THICK 114" MAX. SHIM 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) :112" MIN. EMBEDMENT. FIXED UNIT;FRAME. TO WOOD BUCK 1 112" OR..MORE THICK, APPROVED WOOD BUCK LESS THAN 1. 1lr =THICK (SEE NOTE 3). 114' MAX ..SHIM. 3116" OR 114" TAPCON (SEE NOTE 1 BELOW. AND SHEET 1, NOTE 4) -k S�Il.L7i4.l;ti1 "!f11S1.i) 1 1/4' MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE IfJCUMG f f i s • •_• • w 1:31 -rlif iablf }.x}qls 1114" MIN. - EMBEDMENT FIXED UNIT FRAME TO CONCRETE W1 WOOD BUCK LESS THAN 1 :112" -THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 01fI'rj.1r .. y z 1-3 0 0 0 sy sy 8T 80X11.9 a F.K. aft 3t 63 5 R 3l P.O. Eicat 1529 NalerAaa, FL ZI274 H -D ADDED ALUMINUM FJ -.°®[J E E . Y 4- it nr. 4 q N 7t"1� 0 P 1 A Oran its Fri .._. ors afar 12I 7Ifj Lucas A. Turner., P.E. PE » sr. eel 3628 axin Pi a• ro DETAIL C SEE SHE . 7 awirnum Area. Maximum • ,ii26 :• K&X H ? . LtreCOti . it 3176 FLAT ha TAPCON (cam.tO'.D) WOOD &Cr • 7/4" S i .51-ACE M k ve SECTION: B •• TYPICAL SECTIOt RNATE INSTALLATION INTO .: COfthr:RETE (i5• 3/26 7 BLS§ . WIN .14,4KWIN CAT.k4a •DIM IONS ARE : P'PUCABLE TO SECTIO ANCHr17.4 METHODS ARE . APPLICABLE TO AL SAES SfiOW SHEE.TS 1 7:1 U &11 ` 4 ?. IEFER EWCL TEST REPORTS:: TS -276 L- 2780, FiL -2797 FTL -281 4430•16/E$ ItAttiviPLIMNEATOPE E ..€ L#fa ttt ICE HILL TAI LW AL VENDOR 672242 62899 62BV151 1 : € L O, ED C I t .F aim: TAPE F0. 7/16 :: S i SPEC ! TS. Or SEAM SLR. NC TE: ITEM 9 - . 17 ,USES DUPONT BUTACIIL PVB INT LA ER HT C Li A t .1E t �tTry ntfi�.ilf3f • LAS" ' • ': f E PEP D CLASS 1 'cL:TM:f!!Yi.'.:rY.�:I J.. . DA1:k 5:1`2Cc .:..6 .i,.. J.. ?'fZiaTiJ•a:i'3'ii L' 16.. MPL E D ;aIys s end Gloss TaL e AST Positive Design. LDods based on Comparative' filurobets ate for. 1L:s rewrs or t r r traxirnum ,spt c g: 12 ectatilie Dekein bailds 24_x.: 35.00 , FAR ss't t: