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RC-18-772
LT ��� ��'`�� �C19-��2 .� �_ �: �. Permit NO. RC-3-18-772 Miami Shores Village Permit Type: Residential Construction 10050 N.E. 2nd Avenue NE r ���' Work Classification: Alteration Miami Shores, FL 33138-0000 Permit Status: APPROVED Phone: (305)795-2204 FCORttlp' Issue Date: 5/16/2018 1 Expiration: 11/12/2018 Project Address Parcel Number Applicant 150 NE 94 Street 1132060132970 Miami Shores, FL Block: Lot: STEFANO CARNIATO Owner Information Address Phone Cell STEFANO CARNIATO 150 NE 94 Street (786)210-0789 MIAMI SHORES FL 33138- 150 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HOME OWNER Valuation: $ 30,000.00 Total Sq Feet: 0 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INTERIOR REMODELING Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount CCF $18.00 CO/CC Fee $15.00 DBPR Fee $13.50 DCA Fee $9.00 Education Surcharge $6.00 Notary Fee $5.00 P&Z Review Fee $35.00 Penalty Fee $100.00 Permit Fee $900.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $48.00 Technology Fee $24.00 Work without Permit Fee $900.00 Total: $2,163.50 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-3-18-66916 05/16/2018 Credit Card $ 1,963.50 $ 200.00 03/26/2018 Credit Card $ 200.00 $ 0.00 Avaname inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Structural Review Mechanical Review Mechanical Review Plumbing Review Planning Review Building Review Building 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 zoni . Futhermore, I authorize the above -named contractor to do the work stated. d �A1v11,0 M b4-Ti NS May 16, 2018 Authorized Signatdre: Owner / Applicant / Contractor / Agent Building Department Copy May 16, 2018 e g r1 C5 �• BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel. (305) 795-2204 Fax: (305) 756-8972 1-1/ --4 7 INSPECTION LINE PHONE NUMBER: (305) 762-4949 e, l l\ FBC 20 1 "f Master Permit No. 2 cN 19 L 3�� Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 50 N . F . y y sT City: Miami Shores County: Miami Dade Zip: 3'J f S Folio/Parcel#: / i ` 3 Z 06 - �b 6 - 'Z 910 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ST 9 FA N O l _ A 9 0 1 I\T Q Phone#: —� Address: /_50 N-[7—_ St City: W OV,Ay State: L Zip: 3 3 Tenant/Lessee Name: Email one#: CONTRACTOR: Company Name: nAKkfkl %.AAa.&_9_ l Phone#: Address: N City: State: Zip: Qualifier Name: NIA Phone#: _ State Certification or Registration #: I f� Certificate of Competency #: DESIGNER: Architect/Engineer: Address: q-• f 2 S.'_0 0 Phone#: -4 W � -,,,o �tQ 13 City: FEAT^A-,J State: 4 Zip: 3 % �o Value of Work for this Permit: $ ,�112 0 1 0 Q © Square/Linear Footage of Work: Type of Work: ❑ Addition L� Alteration El New ❑ Repair/Replace Description of Work: _ iL11� ❑ Demolition Specify color of color thru tile: C Submittal Fee $ In Permit Fee $q CID CCF $) . �TT CO/CC $ _ ✓ ' Scanning Fee $ �8 GO Radon Fee $q C71 DBPR $ s • 0n Technology Fee $a T oz)rr✓� Training/Education Fee $ �O Doub "O le Fee^�--T tJL� Structural Reviews $ • Bon T Y C - ?Z73_3 TOTAL FEE NOW DUE $ 63.5-0 (Revised02/24/2014) R 3 Bonding Company's Name (if applicable) Bonding Company's Address City ' State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State A Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 god faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prope is ubject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in e do hich occurs seven 7) days after the building permit is issued. In the absence of such posted notice, the inspection will t e pp ved and ajeinspe�tion fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this (g—day of(n�A 20 C9 by rNA Q 1nh/o is personally known to me or who has produced 1/�f� u� s identification and who did take an oath. NOTAR BLIC: Sign: ttoO Print: t� Y Y' "Y YYYV"1/1f' Seal: ` �00ftitNotary Public State of Florida cle1. Sindia Alvarez My Commission FF 156750 a ExpiMs 09/03/2018 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ******************************************************* APPROVED BY ' —1 - LT Plans Examiner Zoning i A Structural Review Clerk (Revised02/24/2014) it N {.1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: _ TLr I -A IV l) L_ AP, �J l 1\70 DATE: 0 3 2 6 ADDRESS: / S 0 9 L( 5T W,N" ►, S' 4 r_e.� 3313 8 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). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the 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 build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). 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 complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the 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 F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have appfnfor an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, ma ct a my own contractor with certain restrictions even though I do not have a license. 2. 1 understand that building permits are not required to be signed by a property owner unless he is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name ins ad of own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on pe mitsvnd co0itracts. 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuildi . I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved my5lfis�sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or as w ch violates the exemption. 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construe i Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise s working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by la 4bounty or municipal ordinance. Initia 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees whil orking on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builde o nd m aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the empl I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regula io Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Interrial Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I m con ct the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: SO A)•F_ q Lf s I Initia 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to ar� of thn e in}lprmation that I have provided on this disclosure. \ Licensed contractors are regulated by laws designed to protect the public. If you contract with a pelson who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understard that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ZG day of L62QtJ20 By Pro&ae' d:th�ere License or I �FL_bRl who was personally known to me or who has identification. Notary public State of Florida i > Sindia Alvarez My Commission FF 156750 N E R NOTARY ExpWros 09/03/2018 THOMAS J. KELLY OFFICE: CIVIL ENGINEER —LAND SURVEYOR TELEPHONE: $139 S. W. BrH ST. MIAMI, FLORIDA H.I. 8.0504 SURVEY NUMBER-5 q- / f r; Q SURVEY OF LOT_C1AND -9 -BLOCK-2 SUB0IVISION_HiAt'?L,5aOiiS-�• 1U1'PU __ _--- ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO. % U AT PAGE NO. '! O PUBLIC RECORDS OF DAD E _COUNTY. FLORIDA. LOCATION SKETCH SCALE V=20.0' I HEREBY ,CERTIFY THAT THE A77ACHE.KZTCH REPRESENTS A RECENT SURVEY MADE tMY 01OR- N RECT TO THER BEST OF MY KNOWLEDGE LAND •/ 9,4rN 5TREEL.. -- - +'1 60 I{(,►3 . - •r �' is /30 80, THERE ARE NO ENCROACHMENTS. •�. - _- j 1413 /z // /0 7 6N z ,>/ y.!✓/ / .� �! i•• Q• I` I ` r REGISTERED ENGMCE 1�1161 L i- i 3 i S 11 REGISTERED LAND%t RVE*OR i026 ••• N y STATE OF FLORIGAE S" 0900 4 N.�..93Q0 STREET ;y{�• {„^ Fri.• _ ___ _II, _ _ _ ,,.. •xi••••�, �. w•• L,OCATEA Ir♦ i`�(IAMIJ�•HORCSy�FLA• I � �. �% '�'•••• 1 ➢ � �i•• Wdff PI p /00.0 ,t o M 1 - S PORCH f ' b 60 WE. 9-1 j I 0 .I J ALL- Y LOT DETAILS SCALE 1'- ZO yy.a71`N M.�ilv,ib.vfQBTi'G Clh'ESIk�i:ts/ C. •. CO.. NO. 3055-4l9 0 THOMAS J. KELLY OFFICE: 1 CIVIL ENGINEER —LAND SURVEYOR TELEPHONE: 5139 S. W. 8rH sr. MIAMI, FLORIDA H.I. 8-0504 SURVEY NUMBER.5 O' I I f3 Q q SURVEY OF LOT—Lil L t]fQ susorvlsloN_Li�QL.�t�ol2Lr.s �S�cTiDe[.1—f]L`2�'�t,��IL.. ---.-- —.-y--_._-.- ACCORDING TO THE PLAY DAD AS REC9ROEO IN PLAT BOOK NO. AT PAGE No. _; 0 PUBLIC [R'ECORDS OF--bL�S D 19: —COUNTY. FLORIDA. ' DATEt_GEB���2j-1G—__._______, .____._FOR- I1a�1,I� LOCATION SKETCH SCALE 1'=200' N E• 941A STREET• n Q. P/4I/3 /Z r/ /0 � 7 6� z Q x 4 Z� I HEREBY CERTIFY THAT THE ATTACHED SKETCH REPRESENTS A RECENT SURVEY MADE UNDER MY DIRECTION. AND IS TRUE AND COR- RECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE NO ENCROACHMENTS. REGISTERED ENGLI9 iil•1 REGISTERED LANDbORVLOOR M026 ••• STATE OF FLORIDA_ • ,••���•J�� •••• pp � N• E.• •93rd STREET b __ ���• • 1 �.-OCAl`eD iNl (Y(IAMIJrHORE51,� FLA'` I r� -__ -- - - iip ••1 !!'� �• 71'R-0-n - /8'P.1vEAK"7- • •• • .. . s• J rv�w.le,K •• . /,5' AL[,EY {•V.4lR`1!; M.1Ue,1jwlRd ff4 (,U ,£5 /N,i.j$SLOT DETAILS SCALE 1'= ZO C. •. CO.. 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AM evlaa 1• �,4.ee rw4,w otz Awgr d¢ rrls �h'lt� 'p �'4' • E'tl..�tej .r� JPwaa a-/{i.�P,! �+� �xJ�jR��.+c ' P,tertt.. � ��«�, ,. :: �r/l�rr • Sy�.�s!• • �t. ' • '. � t,r�� a ac ��w �.x rr cA to u,� �r�.rc�.� n i , rAtL ` ar�:lvd � !�/ f : , • , - _ ,. _ .. . �-� �. ' _ .. � .. ___ : _ � ---�__ : _ _ /e411Y s _»_ --r --• _. - _ '=LLf :r' �' �� ;rlrc�/.:tit.. 4 .3t Vil P•. `. tV •. .� (C ,f':. — ' ^ - 't•-+ � :R.W :4, _. hr3 �T' .-.--"'_-. ..._ - r^�� ��j,� � '�� St..a3- - / `;i: II rM fit Cj Ily To bz9s9 ('��i}. !1►,s+r��, - 4�1f a .---_------------- _—__ 9T5 :N . Lil rF ?� i -.. �. iiYlFj +%� i>o_ D_• _+%0 +3 N1¢S!�- riZ 3e`7+ _ ii Yl111.,5i?ecS Jli,��;I ' i ' � � �.' .� ' �. � � •. �1t�- '__-__ 2�i�! b� �S/1_ fat,__ +1tP� �A� �` �� - ,� ��, � � i � f ' •. g i� 1 4 r It {' S '+l �: E S ��- �• !_ i 1 E •! . �: p • f ! ! a. • . - i • i f �I �c- 1 =,uu ana -1-.avxor f I C: ov 0 1 etol) Co.: 0 r. VLLIVC 77 t- 0 olu I-!,, v7 1 o o t •77,7021 :,--.c -A, ra c cc t C, LO IJ .:Oa pl 1", W interim s ooftafr,# 3WI d Ug; door& f ahOre *W +Wm 0 apaaUffiUdj Ball be :!;Uen Mt of apled sad oil &W aboLU Prove all : ftcte t��o� "ooth With WO tood oft shall than be given ""cd " third aaa�ts of� imblert; or other a; --proved Umido part of c02=0 as eeliected. OWW or Aroliito0te .s bey t-hs oobrork of k1tchm &W bates Wall be prtWA Wd thou Given We, coat of Pratt and 7. wbort, or ocual erjamol widercont, and ane coat Of eneol. ,,aaQ,pe•Fgr uetwom all coati► with double 0? 3- lnurUw f3estor at Idtabon and bath roM Sizl1 7,V ven ope coat of eosin mare ons, vwt at flat van t ai d cue amt of desalt intq orp er walls " ccDings shall be given arse seat Casein t in colox "Imted by the Ownwo �i�I All stoat. &Ub, swoons irQti -nmi as otos "D n ©oats at approved notollia pa in ad Ition to ebap 00Qt. "11- iL WM All eloetrIMI mask eball be does 3n at ooardassa with the xu2" of the Natle m►l Dowd of FUV writers ins dance with the In" and �eot to� ,01 the psupp3� at�'1�t aFailabl�e yoT�iti�'� i�lor#�A�►• +- iro Pow all outUU as ahem an the swings or ap alPiode .411 oet aUctril t iai�urm �11 'he selected bg `- tsrnor are!! etxtii be installed sad emeoted reaft fcr use bF the Contractors, Contractor', :e to allofr •t,,Wjfor those .fixtures* ' n'i Gmu�: ®a ?�nl©ae otltersi a a;-=,n o- zpecifieds thc7 gall i� = tw fV-or* it ll be pUcod in oevter of roonp unless otrie v1se II oii�9Naw s as some distanao th(Tefrma UKItgaes ll bepla"d at heidht of 40# fry fI00V ar�tt ahem. be nua-h# ae type►• «fall be p1�ed trbWe, almn axed wirin& syitm � l .yc se tbarsta►t Heron abo ll 1, pt'ArPld4d for by tr o (der, outlets for rorrjeomtor &W range stall bo 3nsta led - it orc moan na the dmwin o or " desk zated '-,y the r" r g teat• .&&j _ Plat• E Ala saritoh p►latse Sb011 Le of iV=7 f 1nWho ru e. f —u C"! • tA c act C., o c 1 tor c I 'ROME= AVDjg.4WU NOW IT) V C, nWL41AC Ju be C2 :I .,. .�., ;�- - !IQ ox, -1-3. be cX clear c7pi s, R-cwt alge .4 aabincts mlial'I '.0 R.1 0 C;jt i::'V- r V11 Down or sabinets shu3..1 I a of 1:-. 1 -.;,.Lnc1 oi� _ltui. wna Uu a plau)." .0* 1 ba I I id WU sets, Daxeboar& yam, bs of ,,,hoe ahall be ► LrLUed to f loci- urul zia:.. Age Aball be Rawtau. CauLo."'a shall -'dC .0 011 1* b atopos. prov1W wit'i naile: atopa. SIM11 100 waul'i-apol-W ,IOQUI.. c Of lu3tiLuation,* liown on Unt an".,. W'."- .. a_ ,o 3.C,L "2.1 wootnow"O iuL- -aboD be amoimt-lon_;I 'I Lugga RIF'r, 4 1 a o � - V 3 ., (0 3,30 SU dorxm "13 be rive cincl- nne! t;lty ."ast, & ')o(;r f,o*.p or ecual., o,-,* *;L-es az U'x 3SM ZIN 2al Sorean doors Whall 1A a-0, Z*rftn 40CWB 51':43.1 14 wired r! 114:-_ 1,31 -..-orh cop- bron..,;e vorenr cre enine L i ... CAM anIM, aball be tir;htU- ati*ot"',aJ. :rQVJ,,.l& I ti C 0 .UVVLZ.: "VC.- t-'.L LT •'_-11 xibamm covered with 12., i t -L elans abcL11be -r.c�czp_ O'Llcuttla zbal. accona to Attie rLu-'O All W41*andWAU of lumbOr tmAhW, MSM)17 M-All bft paa� of *"os*t** Croon 41*12 nof be AWU*a!!uut1j junbqr bay: beft out tw lewft,* 4 c"GiD c ci 'A Lk 1. Ci 'con c=.plctcc:, �:qlllnr, tL,.At I LU 111 I)c � If lei-j �L. c-V .3 �..all lic ;!7.4 z LLn-.A -Ur tv Ips C iali L)c pltw Q ,sccurcl� nealed to wain, 1-u .In s -i-I-all• be ur-Ome utral".11t 31-Ai *Cruo on all lines '.'-0 Paltlticr, wall-. L-*�,,11 c !7:, X J.,L Ct A.rter layin-J, flool .1'. A A- alvinZ .3LL,11 '��6 p3,cc" ix4 };o Cvnor or ArWAtecto 4 "lit p.;4-crio" II;a i' t c 1 '0 rtland ccrlcmit ol, cqqIw;lj "or cc/A4 of -,Auccc acconla.-Icc j foc'hwQI°tj 1'.11 interic", Walla W.O. dl re c t lumn �:ocond DCity : "eccrvI cca- llc%4- until :.-Ii Ot c C",w CC; 0:..- r. DO .317% Ump=171. -� o, 1 accomlanoo r I iura c tv" , c ap"1-1101 I.)'' LLUIC III Ll sterer -j 1.1 -nlv* ccond coat W-all - -,)c , 0 c (". -. 1,! c pu.tt—., r-nd frew.- Iacite; All f:,-=U� no otLx.�-., 10af ycllrx 0.,. c;r_,Z,., A1.1 "'One-d 7e vv! All fvar.Ir_-.: and 0 it t Ir, , " Joints is.-I.Iall be radc. or-1-1 IIU'Z-083 Fla IMS f= flC,Cr a IA OL --'.I :!L C-1 on "iQ J.OVQIP 4urtUtjA,%O aljLtracs Cal all limn PUtO3 at top 3LI1111 boltad tc c.-_zc-c ',cl'- Flow Joists 3!lall be alselu as L, Ov.". �,L(: dMVIXIC'so ;cUts "Il be dog b-I ad for ar-,! trLmers and undAw 3,artiOlom with WU*h VMW are 0 A. -OG- T for vullt;,v "'C not be untll Lkiall be l.Ioncrct-.c 'xita aixvn or. C VOL LA% is Exz, !.xc;* lik 10 .top.n,3 Cui aldo of-en- -1-1mxrotc. aB 3PC,CL"IC 1 all Cer; lc%,cl, stra" alul txvc on, i:Vrctc t C alka Wl411 �_J."i;,,a4o riots 19terior rmUz aid .'.rAiiC&Lc4,J. cis raa=7 aball be of cc.ncrot-c Concrete block &)all be -T P r Approvad cement briclz r.z;7 -L;c tc Cmct mizo C14--mcurcrew-t. ;acc'*aax! brick. Zhall ,c la-i-* In P'�C oland ocx,.tmt or oqua,, "iA jxi-ta a� wc,Lerorcofod wltl,. an -CkT;p7�,ovelc. v-a-iYufact-um. dir"t LUO J-Maos Shall be I'Milt L: ,:all work Liclut.'X 'oltu,, dcQd woods Acm 'r " V,atAs-s VWo AL -all bo placed L-� --c." cr'-own (%r- #`-C Ai4 a4a.11 1v c=ctly cmlte.-cd axia ;Zicuioa on bUko 1� r y. Village of zamiShores JOB ADDRESS L INSPECTION TIME READY REMARKS No 3'795 INSPECTOR DATE e j CrC_-� MIAMI SHORES VILLAG _ BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept a-, building during progress of the work. Date.......':.......................................................... ' • ! nor. n U Owner's Name and Address..j� : ':_,..r....._._.i...:.s......::..:...:..............._....................._ No...j .��"....._.._ Street. .--,..`yt%._...... o �.. Engineer Registered Architect and/or En ..... _.... a d �� /1 o - - .._ " - -----------•-.....--------------•---............................_ ........................ g ,�--•-- • - Name and address of licensed contractor. aw:. y.- f<. .� .................................. Location and legal description of lot to be built on: Lot. �./j Block.. _- Subdivision.. !�G � .............. ..0........ ....... .............. :.........:....._."` " Street and Number where work is to be done..-•-/. -----•---....-----------...-•-----_................_.............._....._.._.. �>,; - State work to be done and purpose of building (by floors)..- '_==r-='---,-• _---.----•-•------.. --.1._...N: P................................................................... ............................................•--.........-----......and for no other purpose. New Building .............................. Remodeling .......................... Addition .......................... Repairs.......................... No. of Stories......................... To be constructed of ............................ Kind of foundation �__'-------------------- ....................... ........ Roof Covering ................ ................... ............ Estimated Total cost of improvements $......�;� ..G= �_.� ....................Amount of Permit $ • f--6T"`-----.... Zone tuba a required ............................ -_---_--.-.-_--. Plan Cuba e...._...G.,•.,V.�.% j ....................... r- ........................... Distance to next nearest buildingV .Size of Building r .................c .._ e,................................. g Lot ..1�.....J...............•................ Maximum live load to be borne by each floor ....... .------------------- -......... -................................................................................................................. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to......... .... y.. == .::_........... .)....1"i 1._ = '........ ___..._. ........ ............................... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sul Element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks.......................-----------------------....------........_......._...............----• (Signed _........j-------••---- STATE OF FLORIDA. C ss. COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared------------------------------------------------------------------------------- .............. .... _... ......................................................................................................... ...--.--.... •---------- -------- -.......... -............. .............................. .................. _..------.........------•-•---••----..--•......................................... - .......... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.................................................................... ... of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit Date... Disapproved---------------------------------------- Date ............................................ ( (Signed) ......................................................... Building Inspector Read, Sworn to and Subscribed before me. ---•------------------------------------ Notary Public, State of Florida My Commission Expires.. ... ...................................................... PLANNING BOARD ........................................................ DATE Chairman---------- ------------------------------------------------------------- _-.-----_----- Member .......... ---------.................................-----.................._......_......•-- Member -------- ....... ............•-----•-•-•--..._............ ----• •-•-------•---•-.-----•-------- Member ................................................. _............................................... _..- Member.......................................•-----•-•-__---.-......--.-------•------••-----•.----- Member ...................------------------. CouncilApproved .......................................................................... Date Disapproved .............................. .............Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. AO 71 T, f 77 CERTIFICATE OF OCCUPANCY N9 168 MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla., Owner, Agent or.Tenant of Buildingf ' 0 " Lot_ Block Subdivision" ,_ - f Street Address Approved use by occupancy ' Remarks: This Certificate of Occupancy is issued to the above named ' for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA N 00 168 BUILDING DIVISION Miami Shores Village, Fla., Owner, Agent or Tenant of Building Lot Block Subdivision Street Address Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION BUILDING ELECTRICAL PLUMBING Owner of Building _ r- Architect Contractor or Builder Legal Description MIAMI SHORES VILLAGE, FLORIDA DATE PERMIT N ° 1208 Contractor's License No._ Work to be performed under this Permit Lot I� Bl. Subdi- vision 194 Address of _e Value of Amt. of . Building _ Project Permit s� This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or o fications and that he assumes responsibility for work, done by his agents, servants or employees. i Signed: -s: - By 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 regula- tions 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 responsibility for all work done by either myself, my agent, servant or employee. CUNTRACTORj3)tBUILDER BY AUTHORITY ' M IAM I SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. / " Date_ ' ' pis 1 -- - 4---------------------• 19 Owner's Name and Address___ c—_ �" l '. "1, - =— -- --- — `-- — _ — — _ No._ — - — — Street — — Registered Architect and/or �n r Name and address of licensed contractor — Location and legal description of lot to be built on: r Block____�.._�____ Subdivision_—.. Street and Number where work is to be done_ _____;:___ State work to be done and purpose of build' ` / �b " flbcfis l -- — - _— --- — — --- —-------------- --------------- ---------------and for no other purpose. g----------L ----- Remodeling ---------------- Addition.------------` r4--------- Repairs----------- New Building No. Of Sto s_____�________ To be constructed off__ Kind of foundation__ , !_�-'�_"' _f_c P .,_____________________Roof Covering_____ _ .,,rt_ Estimated Total cost of improvements $_____ t_""' ------- -----Amount of PermitS ----------------------- _---- ------ Zone cubage required_*_ — — =— -- — -- ��— — --Plat► Cubage ----------------------------------------------------- -- ✓�' o'. Distance to next nearest building __________�— ---- _--------------------- _------ Size of Building Lot Maximum live load to be borne by each I hereby sub it all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to--.----�.� — =�_ . — c' —5=--- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to,be performed under this permit, as are licensed by Miami Shores Village. Remarks(Signed)--- STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the -------------- —__-__-_________________—_________�________---____ of the above described construction, that he has carefully read t7f regoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___ _ w ____ Date_—_--_ ` ":`_______ �'��__ Read, Sworn to and Subscribed before me. Disapproved Notary Public, State of Florida (Signed) Building Inspector My Commission Expires ------- __— ---- _—____--___________—_—__ PLANNING BOARD_— —____DATE Chairman — --- — - — — -- — - -- — — —__ Member ---- --- — --- -- -- ------ --- --- --- Member------ — ---- -- ------- ---- ---- — — -- — ---- —_ — Member ------ —--- — ---- ------------------------- — — -- Member -- — --- --- — — :_ — — - -- Member Council Approved______— ------- _------ — ------- —_._.___—---- — ---------- Date Disapproved ---- —------ -------- —_Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. (over) N LIST OF CONTRACTORS, SUB -CONTRACTORS, ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE 1. General Building Contractor. 2. Plumbing, Heating, Ventilating, Air Conditioning and Gas Fitting. 3. Electrical. 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. , 5. Excavating, grading, filling and Landscaping. 6. Moving or wrecking. 7. Septic Tank and Drain Field. 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco, Lathing and Cast Stone. 11. Decorating (interior and exterior) , Painting, Waterproofing, Damp -Proofing and Paper -hanging. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring not otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. 14. Roofing, Sheetmetal and Skylights. 15. Solar Water Systems. 16. Well drillers. 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. . 21, Illuminated Signs. 22. Bridge, Bulk -heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co -partnership, Corporation, Association or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. M IAM I SHORES VILLAGE BUILDING INSPECTION DEPARTMENT r APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Registered Architect and/or Name and address of licensed contractor_ -- Location and legal description of lot to be built on: Block—_ . —_---- Sybdivis►on---_— Street and Number where work is to be done ------- —_112___:__—------- —_________—_—__.__________—___—_ State work to be done and purpose of building (by floors) ------ __._._--------- -------- - --------------------------___--------.__._—________end for no other purpose. New Building ----- _---- -- ------------ _ Remodeling__--_—_—__ Addition __— ------------ _------- Repairs___________________________ No. of Stories — --- --______ To be constructed Kind of foundation_ —__—_—__________________________Roof Covering______ Estimated Total cost of improvements 5-- -- _ Amount of Permit S----------------------- _____ _ _—_— Zone cubage required —Plan Cubage------- —-------- —__—_____—__ Distance to next nearest building_________ :—___—_—__Size of Building Lot Maximum live load to be borne by each floor_—_—_ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to____ I _ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractprs or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks — — — -- (Signed) LaGevvl/ �c!!a STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared --- ---- — -- me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_______-- ------- __—_________ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___. Date �� Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida Building Inspector M Commission Expires -------- { PLANNING BOARD __— DA41P Member Membei ___ —_ �' —_ _ —�— _ i Member — Council Approved.____—____—_—_—__— ---- --_________—Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. . t'• A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. (over) r LIST OF CONTRACTORS, SUB -CONTRACTORS, ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE 1. General Building Contractor. 2. Plumbing, Heating, Ventilating, A' Conditioning and Gas Fitting. 3. Electrical. 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. 5. Excavating, grading, filling and Landscaping. 6. Moving or ..wrecking. 7. Septic Tank and Drain Field.-- 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco,. Lathing and Cast Stone. 11. Decorating (interior and exterior) , Painting, Waterproofing, Damp -Proofing and Paper -hanging. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring not otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. w 14. Roofing, Sheetmetal and SkyI' hts. 15. SolarWater Systems. 16. Well drillers. � 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. Cy 18. Structural and Reinforcing Iron and Steel. �— 19. Tile, Terrazzo, Marble, Granite and Cut Stone. ®� 20. Electric Fixtures. 21. Illuminated Signs. 22. Bridge, Bulk -heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every. person, firm, co -partnership, Corporation, Association or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. off" -block Sub di_visiDn Number Street T 0wne-rs ....�� y-. Name* - �LTc-. No'. Addrr�ss • or Phone 49 General Contractor Li . Nod Address -or Phone Zone R e .Gt! :.-F't C ,.b . G o it .` 4 By 0�. Plat Re sti ict�:on,Chid. By, To Plannjn' ..Bbar.d '� Approved �/ Rejected Re-Subpi'tttd-;to P. Bd. Approved, Rejected ' PI'an � . pec. Checked b`' � � D :te To Council.- - Approved - -Re jetted Bldg, Permit No4 e Date Fee `"f Cost A Tyne Stories roof .� ,tNev,�-'C -- - Unstruction Alterations Repairs im��n,:t'ex'miti 'tvo. / llate -/4 - 41 6, -•' Ye S ep.�46 Tank New Const. Alteration Repairs Electrical. Permjt -No. .f ��� Date .j p-•!6-'`�.Q Fee ?,0 _:' Fixtures -. - = _Heat er _N��r''�ons.�.-- _... _ ....- . _ .,_ _- •- -" alteration.. a airs ----- ._.- . .- enp-}azy�i.dInsp. — F.- un dot t. - Beams &•..Lintel•s /• ---- - .: Trial �Ci can=t3p.�"-Iwyuuv- -- ---- - V. Plumb -in :..:Insp..,. Date B Re -Ins - y p. By.. Reinsp.. By Roiigh;.ng-. /O- _;Za Fixtures Sewer Septic Tank, / -- ?% �'i - '-- 'ft i _ vsie.ctiricai lnsp. "'ce _ ne-lnsp Rough - xtures — D Final - •�-� a !/ ...Service -0. K."'-to'Power Co' . _ ........ :.. ... try Keinsp, tsy MIAMI SHORES VILLAGE Office of Electrical Inspector CERTIFICATE OF INSPE�TON oS THIS CERTIFIES THAT the wiring and apparatus installed at by Address for owner, and occupied as PERMIT No. has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater .watts Power: Connected load H. P. Space Heaters watts Other 'Apparatus ELECTRICAL INSPECTOR. BUILDING PERMIT MIAMI SHORES VILLAGE OFFICE OF BUILDINgANSPECTOR Miami Shores Vi ge,; Florida, * .....;,.i .`:Z:'.....!...., 193... . Ij Owner of Building .yew-.:... ... ..... " ......... a. F,.. . . r ... Architect .......::.....r" : f . `:... .. ....:......' _ .............. ` i¢ O f,I ,4. ;. .............. 22� Contractor or Builder............ �.................�<,,..................... �. PROPOSED 1_04� N `o. STREET.s PART of LOT LOT BLOCK SUBDIVISION A FRONT DEPTir DESCRIPTION OF BUILDING HEIG= I STORIES TYPE OF CQNSTRUC'fiON BUILDING TO BE USED FOR 74 ♦ .w Frarde. Yi1 Concrete, Stucco Residence. Apts.. Stores, Hotel Rook COST OF BLILDrNG PER�IrT FEE f This permit Is hereby issued to---------�=�=-�._._------�---------f 4---.- __---------------=--_...--------------- To-------�--�---=-`----------------=--------=--.__. the building above described, as per applin, Flans and Specifications heretofore filed in this office. This permit is granted upon the ex- press condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any *ime upon the violation of any provisions of said laws, ordinances or rules and regulations, or ,etion any change in the plans and specifications authorized by the building inspector. - - _ — — - --' -- - -- -- - ----- ----------- BUILDING INSPECTOR In consideration of the issuance to me of this building 'permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. Dated ...... .................. 19.. (SEAL) L `pillage of JOB ADDRESS .% INSPECTION_ TIME READY REMARKS 11 _ INSPECTOR Siam i Shores 0 No 4010 < r f ^ t D ATE` i�il�age of Miami Shores =5 ADDRESS INSPECTION TIME READY REMARKS IN? 4157 INSPECTOR DATE c c vl?laqe of Miami Shores 4* ADDRESS INSPECTION - TIME READY REMARKS 1, i N... v ,(" \ 71 No° 3876 �PECTOR DATE "" 150 N.. E. 94th St. By' Year annual tax period used amount paid date paid Mrs. F,.L, Lautz -,V A-1 4- receipt LOCATION` 150 N. E. 94th. St. 2-2 ` 12j, ,�'. GARBAGE TAX RECORD. PAID 9YRECEIPT jA�rTAW" PERIOD USED AMOUNT PAID DATE PAID NUMBER 1940 1941 - o 1942 O o 1944 - 1945 .4. �• 1946- { ' 1947 12.00 AQee- 3 1a S -17- V.-7 O/ 0 1948 �� . 0-0 4-0 1 Q -,5— c 1950 �� �' 3/- TO If V- I" MIAMI SNORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT AININlieation is herclty utnde for the approval of the detailed statc,,,t•nt ut me plans and specifications herewith submitted (or the build in; or other structures herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i3t►ilding Division of Miami Shores Villap shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1.•, Date ... _.... ..;__.. O.vncr's tame and Address ..... r..:......... ............ _.......................... ._. No._,_,_, Stre�et_._..1.Z� r� .. '......._. RegisteredArchitect and/or Engincer.... ........... ........................................................... ................. ,o... „,...,,,•:.,.,.,.<,............. .,.,:.......................... .......... `ame and address of licensed contrpctor...... Zi _ ......... r...».......... _...�__ ....._...... ...................... o Location and legal description of lot to be but'lt n: Lot ............................................ Block .................................. Subdivision ...................... ............. »,... .»._.._.... _._........ ..._................. ....... _.. Street and Number where wort: is to be done ... ............... `..... _..... �_.:_._ ' �...._..,• .:. __ ................� State work to be done and purpose of building (by floors).- SL...X1e..._......_......... ....... ....... ....�_. ..___ _........................................ _.................................. _.......__....._._.................. ........................................... _.... _... »........ and for no other purpose. New Bui!din ..... Rentodclin p g....................... g........................ Addition.......................... Ae airs.......................... No. of Stories....' ................... To be constructed of ........... .._. Roof Covering .............. Lind of foundation. ................................................ g............'C..,.._...".:.. .......... . .. . . Estimated Total cost of improvements S•.�� ' Amount of Permit 4L ........ _........ ....... .:...� fir,.......;..... _... ... Zonecubage required ..... ....................................... _................. -__...Plan Cubage............................ Distance -to next nearest building ........................................... ............... Size of Building Lot ...................... _..... _.......... _ ..... ...... ..'........_.._...._ Maximumlive load to be borne by eachfloor.............................................................................................._.......................................................... I hereby submit aU the plans and specifications for said building. All notices with reference to the building and its construction may besent to.. _..................................................................................................................................................................... .......... The undcr:igncd applicant for this building per►nit does hereby certify that he understands and accepts his obligations as an employer of L►bur under the Florida Workmen's Compensation Act, being Section 5966. Compiled Ceneral Laws of Florida, Per►nxnent Supplement, anti has complied with the tttruvisions thcrcof, and will require s►milar compliance from all contractors or sub -contractors employed by him in the work to be per:ormed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. y % i Remarks... ................... _.......................•.................__._.....__._.__ (Signed)_.. STATE OF FLORIDA, 1 COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared....... .................................................................................... ..........._......................................................___._......._.. _.........._....._...__......_...................._.............. »....... _.......... ___..__._.... .................. ........ _.......... _.................. _ --.....to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .................. ........................................... _........ of tl:e above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit CA .............. Date ......, .:....... 11..-. •.!........ Read. Sworn to and Subscribed before me. 'Disapproved ........ Date.._........_..........._............................................................................. ._._..—.._ _..._. Notary Public, State of Florida (Signed) .......................... ............................ _.............. Building Inspector My Commission Expires ....... PLANNING BOARD ...................... ..................... _.._......DATE Chairman............................ _......... .......... _..... _ ... _......... _................. Member ....... _....................... __...._..»...........»....._....... .... ........... Mernber................................_................. .............. _.._..................... _._ Member ....... _.... .................. ................................... __..................... _ Member.................... .............................. ._..... Member .... _............... _......................... •....._..... Cot►ncil Approved............................................._.._......................Date Disapproved ...... _.................................................. ..... .............. Date NOTE: A ch.►rge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frmo the lllannir,g Board. A re-in.pce•tion fee of $1.00 will be charged when such re -inspection fs made necessary by Improper notice for inspection or faulty materials and/or workmanship. GILDING IECTRICAL ❑ ILUMBING ❑ 100FING ❑ MIAMI SHORES VILLAGE. FLORIDA w DATE_? 195 PERM 1 T N° 34 Q� Contractor's Work to be performed under this Permit honer of wilding schitect `� r :ontractor r Builder ,egal Lot )escription - - Bl. ►ddress of uilding x Subdi- vision Value of _ j Amount of Project $ r, Permit $ e This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any me if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work one by his agents, servants or employees. Signed: ,� BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work coveregr/hereunder in compliance with all ordinances and regulations ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204• Fax: 305-756-8972 Permit No. REOC-7-17-1786 Certificate of Re -occupancy Address: 150 NE 94 Street City: Miami Shores State: FL Zip: This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores Land and Development Code pertaining solely to the requirement that each one -family dwelling is used and intended to be used for a one -family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Approval: RE -OCCUPANCY APPLICATION Miami Shores Village Building ;department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 - ) :b� Permit No. ltUQH— Contact Name: Beverly Jameson Phone#:305-q-9t#`fi6f Buyer: Matt Boehne Seller: Jenne Hutchinson Trust Realtor: ;Georgee Muck Company Name: Keller Williams Eagle Trust Property Address:150 NE 94 St City: Miami Shorts_ _ State: Florida Zip: 33138 I hereby certify that I understand that the zoning for this property is for single-family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re -Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single family purposes and that such certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. APPLICANT'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant Name: Beverly Jameson Signature•�,3G1jr`1�ra 12 The foregoing instrument was ag d before me this edge, day of .July .. by^Beverly Jameson „s who is personally known to me or who has produced As identification and who did take an oath TA :N ..�.` m ,+ARLES M. KLUCK1,l my Public -State of Florida mmistl0n+VGG00946.1Si E,11, ` _ %i, ,mmi. Expires lkt31. 2020 iatyAttnPrint: arlie Kluck My Commission Expires: Building W"RuS It. KLUCK Nottry pok - stab a! f'b vs 40 tttwttlon A� 0A ftiT Oatttm. hP#ft Oct $1, l Notary $& Total $ (p0. 0) REV 4-10 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-285891 Scheduled Inspection Date: July 13, 2017 Inspector: Naranjo, Ismael Owner: HUTCHINSON, JEANNE Job Address:150 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Number: REOC-7-17-1786 Permit Type: Re -Occupancy Inspection Type: Re Occupancy Work Classification: Re -Occupancy Phone Number Parcel Number 1132060132970 Building Department Comments n racGo . Passed Comments RE -OCCUPANCY INSPECTOR COMMENTS False Inspector Comments Passed BEVERLY JAMESON Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid July 12, 2017 For Inspections please call: (305)762-4949 Page 24 of 34 U Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221087 Permit Number: MC-10-14-2192 Scheduled Inspection Date: March 04, 2015 Inspector: Perez, JanPierre Owner: HUTCHINSON, JEANNE Job Address: ISO NE 94 Street Miami Shores, FL Project: <NONE> Contractor: C&R AIR CONDITIONING CO Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060132970 Phone: 305-685-6394 suuamg ueparunent comments REPLACEMENT OF 3 TON SPLIT UNIT nfractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed ❑ Re -inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 03, 2015 For Inspections please call: (305)762-4949 Page 6 of 38 to����� e 5 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ PLUMBING ❑ ELECTRIC ZMECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 R-4 C71 W�7'r",' i OCT 0 7 2014 FBC 20 t`� Master Permit No. rn c D'Q - 219 �L Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 S"0 !v t 1 4 t Folio/Parcel#: is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: tF^FE: OWNER: Name (Fee Simple Titleholder): g&_4� AJCL� Phone#: oS' 7y ? ' 0Sg-7 Address: I S0 d 1 L{ T City: N) i a m; .S k o r e s State: P 1. zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C tR A t r C or% 8 Co. Phone#: Q OT6 91 6 2 9 4 Address: 6 077:3 M VV I( 71 T C- L4 r� City: , A ✓� + State: E) Zip: 23 0 J Qualifier Name: o6-ePt k e I J'T Phone#: State Certification or Registration #: C AC ©Z 6 4 l y Certificate of Competency M 04180 X3 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ '—jb`7J Type of Work: ❑ Addition ❑ Alteration Description of Work: Specify color of color thru tile: State: Square/Linear F ge of Work: ❑ New Repair/Replace Submittal Fee $ ��~ c Permit Fee Scanning Fee $ c.l i Radon Fee $ Technology Fee $ �-) � Training/Education Fee $ Structural Reviews $ 40 Zip: ❑ Demolition CCF $ CO/CC $ — DBPR $ �'" `� Notary $ Q Double Fee $ 0 Bond S TOTAL FEE NOW DUE $ �,1 ' (Revisedo2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Signatjife Signature OWNER or AGENT CONTRACTOR The foregoing instrument wasacknowledged before me this The foregoing instrument was acknowledged before me this dayof O CiA t i , 20 1 L by (SS- day of S e f leyn b -t r , 20 1 L4 , by Qh � R CAth P.h Wgwho i ersonaliy know o 90�ert 5 C kWj'T who is personally nown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: VU41,01- Print: 0 er ck' JT Print: Seal: � 088041 Seal: _ CHRYST _ Comittimlon # EE 091937 Exom May 24, 2018 EVbvs May 9, 2015 �rre,rmenoas.rme •.wwnro�ca�..oro ssssssssa*ssssssssrsas*asss*ss**ss******assss**ss**a*ass*ssss***s***aaasass*sssas*sassssss***saaaaas*s**s**sss APPROVED BY 1- v Plans Examiner Zoning Structural Review _ Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): 1 S 4 tj t 9 y IT p City: Miami Shores Village County: Miami Dade Zip Code: 3 i 3 0 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO 1� ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # N F O 7 COND. UNIT MODEL # 6 Q NA O KW HEAT '7 , S NOM TONS 3 AHU CU PKG 1) M.C.A AHU CU 18.1 PKG AHU CU PKG 2) M.O.P AHU4,y CU O PKG AHU CU PKG 3) VOLTS AHUQ-p CU 2 KG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES 0 YES NO REPLACING THERMOSTAT O YES NO NEW 4"CONCRETE SLAB E NO YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: 4S Contractors Company Name: C-' e A (< C01ij CO . Phone: �] $1y,6 State Certificate/grAegigratjgANo. C A cq 2 6 41 1-f Certificate of Competency No. �) M ), J Signature "l- 2 4--)14 (Revised02/24/2014) C&R C&R Air Conditioning Co. CBcR 6073 NW 167`s Street Suite C4 Miami Gardens, FL 33015-4330 DADE: 305-685-6394 BROWARD: 954-680-4494 CUSTOMER PHONE NUMBERS DATE Hutchinson Residence HOME 305�-757-0587 9/25/14 ADDRESS 150 NE 94 Sheet ❑UNDER CONSTRUCTION CITY ZIP Miami Shores 33138 Email: ® EXISTING STRUCTURE We hereby propose to: Furnish, install and service the equipment and materials listed below with the conditions and specifications detailed below during our regular working hours of Monday through Friday 8:30 — 4:30. NEW EQUIPMENT System # 1 S 4280.00 FPL Rebate (instant) - 585.00 Your Investment 3695.00 Manufacturer BRYANT Condensing Unit Model # 116BNA036 Air Handler Model # FX4DNF037 Refrigerant R410 Heating KW 7 1/2 Btuh 34200 S.E.E.R. 16.0 Warranties *IF REGISTERED Parts 10 Yr. Compressor 10 Yr. I Year Labor ❑ Condensing Unit Stand ® Air Handler Stand ® Float Switch ❑ Ref. Line cover ❑ Condensate Line ® Concrete Slab ® Thermostat D ® Auxiliary Drain Pan ❑ UV Light ❑ Fire Dampers ❑ Package Unit Change -out ® Existing Reconnection ® Existing Reconnection ® Reconnect to Existing System ❑ New Electric ❑ Ref. lines ❑ ❑ ❑ A qualified air conditioning expert will start and test the system and explain its operation. This proposal is good for a two week period from date of proposal and at that time is subject to review. Title to the system shall remain in us until all sums due us have been fully paid. In the event the purchaser fails to comply with any of the requirements of this contract and such default results in litigation, the Purchaser agrees to pay reasonable attorney's fees and all court costs and expenses incident to such litigation. Delinquent payments shall bear 1.5% per month interest from due date until paid. All work is to be performed during our regular work hours unless otherwise specified. This contract contains all agreements. Neither party shall be bound by any representation, warranties nor agreements, ores nor written not herein contained. This proposal shall become a contract when accepted by you and approved in writing by our duty authorized corporate officer. We agree to furnish and install the above described labor and materials on the terms indicated below for System # TOTAL INVESTMENT $ 4280.00 FPL/DEALER REBATE $ - 585.00 YOUR INVESTMENT $ 3695.00 PERMIT FEE NOT INCLXjDE] JOB NOTES FPL Account # 50% DEPOSIT $ 1850.00 50% DUE WHEN READY TO OPERATE $ 1845.00 DATE REPRESENTATIVE VALiD FOR 2 WEEKS This combination qualifies for a Federal Energy Efficiency Tax Credit when placed In service between Feb 17, 2009 and Dec 31, 2013. Product Ratings AHRI Certified Reference Number: 6946495 Date: 9/25/2014 Product: Spilt System: Air -Cooled Condensing Unit, Coll with Blower Outdoor Unit Model Number:116BNA036**"A Indoor Unit Model Number. FX4DN(B,F)037L Manutacturer. BRYANT HEATING AND COOLING SYSTEMS TradetBrand name: BRYANT HEATING AND COOLING SYSTEMS Series name: LEGACY LINE PURON AC Manufacturer responsible for the rating of this system combination Is BRYANT HEATING AND COOLING SYSTEMS Rated as follows In accordance with AHRI Standard 2101240-2008 for Unitary Air-conditioning and Air -Source Heat Pump Equipment and subject to vpri ication of rating acc�t�f by AHRI-spomwred,. Independent, third party testtling: Cooling Capacity (Btuh): 34200 EER'Rating (Cooling): 13.0 SEER Rating (Cooling): 16'da LEER Rating (Coolingp Ratir p tflowod by an asWM (`) kKkde a vdmtwy.orate of previaaly published data, unless acconVerded with a WAS, which Indicalee an brvoluff",erate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or WararlLees as to, and assumes no responsibility the product(s) listed on this Certificate. AHM expressly dDdalms all Dabttlty for damages of any kind arising out of the use or performance of the product(s), or the unsuthortted aftratlon of data listed on tits Certificate. Certified ratings are valid only for models and configurations listed in the directoryet www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are propABtary products of AHRI. This Certificate shell only be used for individual. personal and L�Z;pa confide,dlal reference purposes The contents of this Certificate may not, In whole or In part, be reproduced; dlseerninated; entered Into a computer database; or otherwise utliDed, In any forth or manner or by any mans, except for the user's Ind is' personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The Irdonraflon forthe mode) died on this cerfNkate can be verified at wwiJ.ahridireciory.org, dick on'Verlfy Certificate* link we make life betteP and enter the AHRI CeMftd Reference Number and the date on which the eertiflcate was hued, which Is listed above, and the Certificate NO, which Is listed at botch right 02014 AN-Conditloning, Heating, and Refrigeration Institute CER't iFICATE NO.: 1 1 Local Business Tax Receipt Miami —Dade County, State of Florida TW.S IS NOTA BILL - DO NOT PAY 488023 BUMMN NAMa`.00ATION RECEIPT NO. EXPIRES C& RAIR CONDIi10NiNG CO RENEWAL SEPTEMBER 30, 2015 6073 NW 167 Sr C4 488023 Must be displayed et plow of business MUMI FL 33015 Pursuant to County Code Chapter SA - Art. 8 & 10 OWNER 8E43- TYPE OF BUSINESS PAYMENT RBCEIVBO C & R AIR CONDITIONING CO 196 SPEC MECHANICAL CONTRACTOR BY TAX COLLECTOR Worker(s) 10 CACMU14 • $75.00 07/17/2014 CREDITCARD-14-028337 ft laoal BtatiasasTaa &msiot oalr aoaflms parmeut al do Leat Euedua Tax The Reodpt ie mat s Ooe�w, oPrWMai taws = wbiohapit to tits bseer losss. aY 4 wwnwW Ths UCEIPT N& abate mobs dhpla* an all 000 wmial vebiolee - Iowd-OWs Ceds See k.VL f foratom b lemmdon. vW STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940'NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CHRYST, ROBERT JAMES C & R AIR CONDITIONING COMPANY SM NX 1071ST MIAMI 3j0V _ - _.— I . . . . ........ , Congratulations! With lift Bmm you become one of the nearly one Willm Floridians loaned by the Department of Business WW Professional Reguldon. Our imbliesslonals; and businesses Hangs from architects to yacit brokers, from boxers to badx*m and OW keep Flo*Ws economy stroM. Every dirl we work to Improve ft way we do business In order to serve y u befter. For kdbrmadon about our services, please log ordD wmun ffloddallcermecorn. Them you can *W more Inkmnation aboid oirr divisions and to regulations OW Impact you, subscribe to department newer and leam more about the Department's InNadves. Our mission at the Departntent Is: License Effider* Regulate Fairly. We cons" abive to serve you better so to you can serve your cust— I nank you lbr doing business In Florida, and congratulations on your now licensel DETACH HERE ;UDA 1BUSINESS AND' LATION 7rozo14 jjol ons -of Ch.4 40-Fs., - RICK SCOTr. GOVERNOR —AWIM .,STATE OF FLORIDA DEPARTMENT OFBUSINESS AND PROFESSIONAL-REQUIAMO CONSTRIUICTIOXINDUSTRY ILICENSIN!3 lidAW -CA;=W14 The C4A.S6AAlR CONDITIONING CONTRACTO Namod boloW 1S,QE Und r qr.th9pwv*jofw.qf� ti 489,FS. -IN CHRYST, -ROBERT-,JAm 0073. N.W.4 em. . . . . . . . . 51 Tuesday, October 07, 201410;23 AM C A R Air Conditioning Co 305-QMOUS P.01 C&RAI-1 OP ID: KE CERTIFICATE OF LIABILITY INSURANCE F 1o1os/z°061214 ou THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT, If the eartiflods holder Is an ADDFMNAL INBURGD, the poiley(les) must be andersed. If OURROQAMON IB WAPJW, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this cartificate does not oonw rights to the eerfMcate holder In lieu of such endorsament(al. PR=cw Phone:303- BROWN Q. DROWN OF FLORIDA ING 14200 NW 7111th Court Sults0200 Fax: 305- Miaml Lakes, FL 33016.5860 House Accounts INSURED 6073 NW 187 Street, C-4 Miami Gardens, FL 3301a COVERAGES r1E CTIEIB AT`= \II IarD QD. FCCI Insurance THIS 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY Be ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRBEO HEREIN IS SUBJECT TO ALL THG TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS, 19- TYPE OF INSURANCE ;rNuMwK AM 09/01/2014 Mw= 00/01/2015 uMm9 EA 'rNc A o>sISRALwteturrY X CaRCIAL MMEGENERAL LV191LITY CLAIMSA1A°e DCcUR L0008 M MIS ow ce 6 100,00 MEM EXP we s 8A0 PEMONAL A ADV INJURY 1,000, GENERAL AGGREGATE S 2,006, OWL AGGREGATE LIMIT APPLIES PM C PM13UCTB - COMPMP AGG S 2,000,0 6 AUTDNT06ILP UMUL" ANYAM ALL OWNW FOULED AUTOS FOULED MC%O AUTOS INYUDAUTDS C. T1 BODLY INJURY Per paean) $ S0 ILY NJURY (Per wadent) $ 1=716 S A UMNIUMIr\ LIAR ExCBasu►a OCCUR C A1Ms-MADE NIA 01WC13AW28 08/31/2014 08/31/2015 RM AccRtMTE 0 SON ANY► �ROFR,ETORMARTNENManlVE OFFICBWMEIBEFI' umm L J CK ewMe under X 6 E.LEACHA=0ENr 6 1A00,0 E.LDISEASE-EAEMPLCYE $ 1.00010 Dlse I 1,000 Q orecRlrTmN OPt�ER,►TtONa,LocATwNE,YENtt:LEs (AS�hAt:ORD,e,, A�la�n.I Nel�.rk. eo�rl�e, trnt�e.�I,►t.r�ut►e� LZCXNGS O CKCO26414 Village Of Miami Shares, City Hall 10050 NC Z Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORS D REPRGEENTATI VE 01888-2010 ACORD CORPORATION. All rlahts reserved /N{iumu do (xu-IO/W) The ACORD name and logo are registered marks of ACORD PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date oil U`/ ��5/ Job Address N' �" ' 447 `'�� Tax Folio Legal Description W1' g A� a /h/ olm-r o 4mr2 s $' / Amzoeaged 70 Lessee / Tenant �El�nJNC �l u7CH;W 50,AJ Master Permit # 3Ro? ((( Owner's Address / `� O ,� % 9 x/-7", 5nk Phone (34 S Contracting Co. C As i A1AJ Frive- - eclnPAIV /NGAddress ry, 8Z)/ 69C)7 Qualifier 0 �� L 6,2 *tl Phone1��'S>(G�'�'GS�� State # C 230 Z. Municipal1 #-30- 0234/2xompetency # Io0oo1)1) Ins.Go. .A2/ ,s/A/S i�i.L/L.� Architect/Engineer n%/G� Address Bonding Company / (,4 Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �iJs�rlll /H/J/� C°pllali) /�/�� �E�/��°� LU/A - L1uec�/ 6�-f I/.,1,Cost(value) lJC7 S�ua�e� Pt. �i � D �c Estimated L-21�?Z WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with author ze the above amed all applicable laws regulating construction and zoning. Furthermore, I coryEractor to do the work stated. L-41 ndo >tesYdent Signature of ntractor or'f er-Builder Da": M-011-149y pe ✓ m l/cv Signature of der and7or Date: OV-09 9� N ary as to Owner and/or Cpgdq Pre ddent �r* ^�,'•.rE ANN LUTERMAN Commission Expires: A? COMMISSION # CC335111 f `'" x: EXPIRES DEC 8, 1997 Bonded Through A * N INSU*ANCE SVVICFS* /fry as to Contractor or Owner -Builder Commission,-""' eULIE ANN LUTERMAN 11 g}1 SN : COMMISSION M �5111 CC33" EXPIRES DEC 8, 199797 Bonded Through ALV INSUR#NCE SE#VICES ** !19n FEES: PERMIT RADON C.C.F. NOTARY TOTAL DUE APPROVED: Fire Zoning Buildin Other Electrical Mechanical Plumbing Engineering 0 TH'0MAS J. Kr7 orricr! -LLY S. W. 93TOI ST.. CIVIL ENGINEER -LAND SURVEYOR Mumvil, FLORfDA TELEMIONE: SURVEY NUMBril-5 6 H. I. O-0504 QQ SURVEY or --'LOCK-R-Z S U n D I V 15 10 N 1 4,'—1 JLjtyp:jTrY=L!.e� ACCOnDINn TO THF. PLAT ThrneOF As' nEcqpomo IN PLAT BOOK PUSLIC RECO Poo ap—YM )ii-L—COUNTY, FLORIDA. P10-1-0—AT PAOLI NO... DATC: y ` LC;,;ATION'SXF.TCH SCALE -- I IIEW(3Y CERTIFY THAT ME ATTAC11r.. A RECENT SURVEY IIIAO� Imnsr, 4y 0111FCTIOU. AIM Is TnUt: AND CIrc, pp nECT TO 714H ov�jr or tiy I(NOWLE00-- ij;,i 94KV 3T-.rzF-r. SGUrF. 0, 4 7 TIMER All. 1.4 No --C.-A..-..T9. u 0 7 6� In — N I, FL u nEGISTCRro rNaIrN, R FLORID . REGISTERED LAND SURVtyon g;i(3 GTA.TZ O In E. CJY�0 --)TP-EE-r J�jt 1/% A- 1\1 - E - 94 D C-� PV PIP. P a A:cH & r nil 8. S. (R e's. 1 Mj 14, -j '57 AFA? I- I `-J. .am1 X/ 5 A p,, A yafz �LOT DETAILS SCALE 1 I MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approN,al of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ��,,�� Date :..:.....................' %�-..... Lz7.11J'A....... _.......... , 19.,J.ii Owners Name and Address._......�.....�....t�a9.'�l.�D_J/_�................... ................. Street----...`-�....... �"��:..... - RegisteredArchitect and/or Engineer.. .... .._.......................................... ------------- -.................... ---------------------- ----------------- - ----- ............................. Name and address of licensed contractor ............ --................................. ..... ................................... --------------------- ........ ........................................ Location and legal description of lot to be built on: Lot ......... -................................. Block .................. .._... _....., Subdivision ................. ....... ................................ _................. _.................................. ........ Street and Number where work is to be done ...... _ ......Z.�.. ... a..._ -- State work to be done and purpose of building (by floms)......... IF.�g✓� �!C._..../..r� .................. .......................... ........................... ............ --............................. -..... ..... ......................................... ...... ....... ....................................... -----........----•-•----.............••............................ ------------ .... and for no other purpose. New Building .... -......................... Remodeling..------.................. Addition .......................... Repairs............ ---- ...... No. of Stories............... --------- To be constructed of_ ........................... Kind of foundation ------_--------------- --•- .................___ ........ ...--- Roof Covering .................. ...... ......... ....... Estimated Total cost of improvements $ ..... *?Av...oFp.................. ......Amount of Permit $-------------------------------- .............. ......... .----_------• Zone cubage required........ --------- ----•------••-_---•-•--•-•-----• ...... ---------------- Plan Cubage......................... Distance to next nearest building............................................................Size of Building Lot .......... ........................ .................. Maximum live load to be borne by each floor ................... ..•_........._......._...................---..-.......---••--------•-•-•-----•----•- ......... _................ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to..............----------_-_-•----•-•--...-•--•--•-••--••---------••---•--...---.........................................------..-------------.._..... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. /I /�j Remarks.............. __•_------------------------------------------------------------------- -• (Signed)--•--- e--�` - : ----( v .............. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared............................ ....... ......_------------------------------------------------ _------- -------------------------------------------------------------- _.._.._.___.....__............................ ....._....................---....--••••--...------....--..to me well known, and who, being by me first duly sworn, uppon oath deposes and says that he is the ...... -................................................. ............................... of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. �• <. - Permit No._._.....:�....._......................... Date ...... :................................ .... Read, Sworn to and Subscribed before me. Disapproved —-..._....._.........� Date .............. _--- _.................. . ...... ... .•-- _... - -- .:> ,' Notary Public, State of Florida (Signed) .. ---- ..- 4---------------- ............. Building Inspector My Commission Expires.................................................................... PLANNING BOARD ........................................................ DATE Chainnan..............................-.._............__.............------------------------------ Member .............. ...... __--- ---------------•-----................................_.......... Member...-----_----•.............................•--...----•-----..__...---_-------------_._-..... Member .................. ............... ...... ..................... --------------•------------------ Member- _------•--•--•---------•------------------------------------••--•-----_- _--•--_-- Member---._...-_--•--•-------....................................................... ........... ..... Council Approved ..--------------------- -_------•-_--_----_--- ---------------- ---- Date Disapproved ........_....................... ....------..Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. X Date �__ i �' . Owner's Name and Address._.. ............ No ......... A. �i'% Street...i�:c..{.?.,..G .. !!-.`.'- ......_ Registered Architect and/or Engineer ...... ....................... T•-- ---•a .. ............. ---•------------------------------------------------------ -------- --.--- ------------- Name and address of licensed contractor _-------------------- Location and legal description of lot to be built on: I !/ Lot ---------- - Block ............ ..:1---.•------ --- Subdivision........ ......= - ,I ` Street and Number where work is to be done ................... State work to be done and purpose of building (by floors) ................. ......................... .................................. -............. ............ ............................... .................•.,.....•-•--••---...-•---•-••---_-......---•-•-•----••-----••------•--....._..,_._.__••-•----........_...._.........and for no other purpose. New Building ........................ ...... Remodeling ......................... Addition ........ _ ........... Repairs No. of Stories ......................__ P j To be constructed of.. --- .............. Kind of foundation ......................................................... -..... Roof Covering......... Estimated Total cost of improvements $_---_-_---c=.. ......:................Amount of Permit $ .................................................................................. Zonecubage required-___--•-•-•------------------------•--------------------- ..................... Plan Cubage ................................................ --......_._................................... Distance to next nearest building ------------ .......................... _......... -_........ Size of Building Lot ....................................................... Maximum live load to be borne by each floor ........................ -_—................................. _... _-_.......................... _................................ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to. -------- ----------- ------- ----------------------------------------------------------------------------------------------------------------------------------------------------------- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work.- to be performed under this permit, as are licensed by Miami Shores Village. <� n Remarks ---------------- -------------- -------------------------------------------- _. (Signed) ------------ -------------................ ._._._w............ -••••-- STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared-•--•-------------------•--------...---------------------------•------------•--------•----------- ---- --------- -------------------------------------------- --•---------------------------------------------- ........... ..................... ..__........ .....------- ...................... --- ... _.._..... .__.__.............................. •--.......................................... .......... to me well known, and who, being by me first duly sworn, uppon oath deposes and says that he is the . ........................................... ................. ............_. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ............. ___.--.................. Date ....................................... -... Read, Sworn to and Subscribed before me. Disapproved -------- — --- ------------ ............ Date ............ - .......... ................... •.................---.................................. ..................................... ................ Notary Public, State of Florida (Signed) ....... •--------------•----....----- ------- .-..-----------------_.--•-----_.------_---- Building Inspector My Commission Expires .... ................................... __................ ........ PLANNING BOARD ........ ...............................................DATE Chairman............................... ------------------------------------------------------------ _ Member ....................... ...................................... .............................. ....... Member.......... ---................. -.................... --•----•----•-----•---•---•-----------•---- Member ------------------ -_- _ ----------------------------------------------- - ---- ................... Member........................................•---•------------.._..---••--_--•-•--••-„_..-,_--_ Member ............... -............... ...... ..................................................... Council Approved -------------------------------------------------- ----------••--• ....... Date Disapproved ------------------------,__..----- . _ _............Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Vil2c�ge o f �iavni �1�o�es No 3875 -, 5 -- WU3 �,; r. 6:1 (1 JOB —,X 140; S- Alz zi ixo;�: t v ADDRESS INSPECTION' TIME READY REMARKS INSPECTOR MIAMI SHORES VILLA13E BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby u1nde for the aPPrOA'ai of the detailed statement ut toe plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and nll provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. g ( Date.___ Owncr's Name and Address ........ U,-Vnis- .......... .1J_ � s�.�I4r°�.Z?.'1 ................. Registered Architect and/or Engineer ... ..................................... _...n........................................,.,................. .,,..,,...........,,..,«.-:,.,................. ............. Name and address of licensed q..........._......... ..... Location and lc al description of lot to be built on: Lot.... ,t(�` e.1.................... Block ............... 079......... Subdivision...F.0 �:.�. ._ 1. !_ `�•`' A ,li�- c Street and Number where work is to be done..._.`..G.{:� ...».-QJC__aA.'.......... .._.................._� State work to be done and purpose of building (by floors).... S7p..1......5.�.e t ............ t����......................................._.----............_.._..___........................................._-.._......._.. .......................... _..-_..__................. _............................. ...»......... _..__............. and for no other purpose. New Buitding ............................ Remodeling........................ Addition.......................... Repairs.......................... No. of Stories........ �.......... — To be constructed of ....... hind of foundation............................................................._. Roof Covering......%44.cj Estimated Total Total cost of im rovements ���� �V.......... mount of Permit &..�.L. �. ps.........t A - .........................__................... »...._.._......................................................._. ....................... _ Zone cubage required..... ..r�....��1............... _....._............. an Cubage........ .. Distance.to next newest building........................................._.__._.._.____.:.Pl.Size of Building Lot......... .....-.......... _...... ..... ............. _.._. Maximumlive load to be bome by each floor...................................................................................».._.....»..............................................,............ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to .. .... ........... .......... .............. ................................. -............... ........... .............................................. ...... . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of iabur under the Florida Workmen's Compensation Act, being Section 5966. Compiled Ceneral Laws of Florida. Permanent Sup ileutent, and has complied %%ith the �ruvisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performe under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, ed under this permit, as are licensed by Miami Shores Village. to -be Rem.uks......................._...-......--_--_------.-_--..----------•--.---(Signed)-(. - STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, peniortally ap- peared....... .................... ...._...................... .......................................... __..-_.--._..._...... ..... _.................. ... ._.......... --••---......_._......_..................-_.............. ......... -.......... --------.... .................. _....... _.......... _.................. . --.....to me weU known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .................. .............. ........................... _.-.. ..... ... of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and that aU facts therein by him stated aaree true.. Permit No..__ZT;'!.'' .__..+..... Date.._I.' .........._.. Read, Sworn to and Subscribed before me. Disapproved._.. _....... Date ..__...... _......... — - .............................................................. ._.._ ....._..._. Notary Public, State of Florida ( Signed) ... ...""........-................_......-•-• Duilding Inspec.cctor.....My Commission Expires......._.......„......._._..._......._...r....:.._. PLANNING BOARD ...................... .................... ....._...... DATE Chairman........................... _..... .... _.................... _....... .------------------- Member ....... _....................... _._...._».._.......... Merr,ber................................ _............................... _..— ..................... ..- Member ....... _......... _........... -............. _..».... _............ -- ..................... _ Member.. .--•- Member .... . ................ .._._...._.....__.._.....»........................ _.._..... CouncilApproved ............................................. .... ............ ....... Date Disapproved ...... _..................... .............................. ......Date NUTS: A charge of $1.00 will be ntnde for making corrections or changes to this application after approval has kern obtained front the 1'I..nnir.;, Board. A re -inspection fee of 51.00 will be charged when such re -inspection ix made necessary by improper notice for inspection or faulty materials anti/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Appiication is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or n . A copy of approved plans and specifications must be kept at building during prpgress of the work. r JJ Date.. Ownci s Tame and Address .......ZS: `�....� .�a.`tia...................._ .. No RegisteredArchitect and/orEngineer.... ........ .........._.........._........... ...................._............�,.,,......,,....,..,,.,K..,.,..,.<.-,...,zl.,,.,,,,............... Name and a8dres3 of licensed contrgctor.............. ..� i2 L_4...- S•..�=.:••_..�.� .N•• Location and legal description of lot to be built on: Lot ........................................... Block .................................. Subdivision................... _..............._.._ _..._.r.................................................. _ Street and Number where work is to be done ............ ._...--•--_... _`.a-i._-.---. .._. ...... ....._ .. ._ ...__ State work to be done and se of building b floors . ... �- ��-_ . • Z`=i`• , � ............ ............... .. . . ..... ................ .................... . ................. . . . . ................... ................. .... . .................. . ......................... . ..... . ........ . -.................................. ....... ......... ................... .............. _...._.. _ ._................ _............................... .......... ... _............... and for no others purpcsr. New Bui!ding ............ ........... -.... Remodeling........................ Addition .................... Repairs............ ... No. of Stor{es...... ./............. _ To be constructed of ........................... Kind of foundation ............................................................. _. Roof Covering.........i....l. .............._..� �� Estimated Total cost of improvements $........ .�-Z.."� .........................Amount of Permit & .... ...._........ _........................... ___................. _........ Zonecubage required......................................................... ............. -- ...... Plan Cubage.............. ................................................. ___ ..... ............ - Distance to next nearest building........ ..................................._..... -._.....Size of Building Lot ........ _............ _..... _.......... _...... ..... .............. ......... _ Maximumlive load to be borne by each floor................................................................................................................_.............................. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to-- - ---------------------- __....... .............. ..................... ....................... ---------........................................................................ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employed of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Snip dement, and has complied with the provisions thereof, and will require similar compliance from all contractors,or sub -contractors employed by him in the work to be performc under this permit; and will post or cause to be poste \for inspection on t e site of th rk �,� notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to peY otTned undo this permit, as are licensed by Miami Shores Village. Remarks ... _........- .... ... (Signed). 5?d3�--. '` Wit/ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared....... ........................... .--....------------........_-.-....-----------------------------------................-----------..-..-.........---------._._._....---...._.------....._------_- .......................... ....................... ----------- ------................ ..... -I ...... -......... -........... ...... - -- ....to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . ................................ .................................... ............. _........ of the above described construction, that lie has carefully read the foregoing application, and that he did sign the tame, and that all facts therein by him stated are true. Permit No.._'. 7.. . Z� •-_••--• • Date.........!.... ...- ?_._...._ Read, Sworn to and Subscribed before sec. Disapproved ............... •---.........._...... Date.._..._......—.._.._._.. ........ ......... ---..�.... b.I........ate............_...._._.._...._....... �, j Not Public, State of Florida (Signed) ....-e = d...�.. .........r..��.... s___�/ ... Bui ding nspector My Commission Expires ....... ................ PING BOARD ...................... ..................... _.......... DATE Chairman ......... ....... Member ........... Member............ .................... _.... ................. .......... _-_........... ...-._._ Member ....... _.... ..... _........... _............. _.._..._.._...._._-- ........ Member.. --- .--------- __................................. -----------_------ - ---.-..-.-- Member .... _............ _. r.._-.._....._ ---------- -------_---_----...._ -- CouncilApproved ............................................. ..._.............. _.....Date Disapproved ...... .................................................. ........ ... ........... .Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after apprm-al has been ob2ained fmn the Pl.innir., hoard. A re -inspection fee of 51.00 will be charged When such re -inspection is made necessary by Improper amice fen inspection or faulty materials and/or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building . Architect Contractor or Builder - Legal Description Address of Building — Lot MIAMI SHORES VILLAGE, FLORIDA ❑ DATE - 195 ❑ PERMIT N° 3350 Contractor's 07 y License No. _ 1 Work to be performed under tbis Permit M1 r Subdi- vision Value of Amountof Project $ Il Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the,work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. # _4, CONTRACTOR OR BUILDER BY AUTHORITY e r MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL [] DATE_ 195 PLUMBING ❑ PERMIT N? 3709 Contractor's - License No. J v ROOFING ❑ Work to be performed under this Permit Owner of Building Z " ' r- Architect contractor or Builder Legal Lot Description Address of f luilding - s Subdi- vision Value of Amount of Protect $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: wSK '� 1` �► t INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hes4under in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submi4ed to the proper authorities of Miami Shores Village. In ac- �epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY f, AUTHORITY ao MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the appro%,al of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address .... ................... ....... •-•---............................. ........ Registered Architect and/or Engineer ...... .................................... ........... .... Name and address of licensed contractor ........ :.:........................ ._.............. Location and legal description of lot to be built on: Lot---_---------_--_----- ------------- Block ............. .. ...................... Subdivision...... Street and Number where work is to be done_...... °.......... ... State work to be done and purpose of building (by floors) Date .... ......... . 19... .... - -............... No --------------- ......... Street ....................... ...._.......... .... -----------------•............-•-----.........._........................... .......... ...... ....... ..... .............. ............ .................................... .........................--•---•..........--- .1.. _�............. ........................................... _................. .......................................... _............................................................ New Building ............................. Remodeling ................ I........ Addition.......................... Repairs .......... ............................................................. .................and for no other purpose. ......... No. of Stories_ ... .... ............. To be constructed of-- ......................... - Kind of foundatiolrj..................... ........... ............... ...........__. Roof Coxering... .................. _ ...................... Estimated Total cost of improvements $- -- r--------------------•----------.---Amount of Permit $..... ..... .=................................... Zone cubage required .........................................• ------------•--•-•-----....._........Plan Cubage------------------------ Distance to next nearest building............................................................Size of Building Lot .................... ............................................................. Maximum live load to be borne by each floor ........... ...•...... ...... .................................................... .---------------------------....----.................----•---................ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to ... -...----------------------------- --------- -----------------•------•--------.-.-------•--------------..-------------------------••---- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ... -.... ----- ---- -- (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared-------- -_-----•----------•--_------------------------•----------_-.._..--.._--_----------------------------.--•------ ------------- .......... --........ -...... ........... ---....... ........... .............................. .......................... -................ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. .... ............. ......................................................._ .... . of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._..-.= ...... ........_:__------------- Date ------- Read, Sworn to and Subscribed before me. Disapproved......... �4--- - .................. Date ............ - ......... ............ ----- Notary Public, State of Florida ( Signed) Building Inspector My Commission Expires.................................................................... PLANNING BOARD ....... - ........................................... ....DATE Chairman.......... .......... ------------------------------------------------------------------------ Member ............................. ..._........................ ............................ ............ Member....... _............ ........................... .......-•-•-----------•------------- ---_--- Member .......... --•--------------.......... ................................ .......................... Member..-.... ....................... .---------------------------------------- ------ - ---------- __ Member ..-----------•----....._................------------.._.......-•---••.................--•------ CouncilApproved ................................. ................. ----------- ----_----Date Disapproved .......................... __-....... .............. _ ........................... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 1 4; MIA SHORES PILLAGE, FLA. X° 6000 INSPECTION TIME READY REMARKS; I INSPECTOR 00 9 vcl 1�q- -i - -1 DATE MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING r" wk HIT Permit No. `> ` Date--- f` / 1 j' _— ' l�� -19 � / Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kcpt at building during progress of work. A _ C �! Owners Name and Address---_-._._ Street___ A! i.-.__ _11. `V ' _. Registered Architect and/or Engineer-------- — — -- -- �— f ---- - -- - -- -- — _ _.......... .............................. Employing Plumber's Name__Ai1 .L?1.L_R'2+_C!J' __¢��f' �c �'°�>i_ No..__. 1��_..__ Street — �+ �S :51t_ Location and Legal Description Lot- Street and Number where work is to be performed —No. ZS 0 __— StreeL----._�% -- -----�,� State work to be performe8 and purpose of building (By Floors)__ New'3uilding_---------•.__.... __.._._ Remodeling_.--.._.._.—..— Addition-_.--.—._ _... Repairs---- �............. No. of Stories_ . ...................... CLOSRn BATH TUBE SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY URINALS Tuns CATCH BASIN FLOOR DRAIN DRINKING ROUNT'NS TOTAL FIXTURES CONTR. LIST -- CHECK SEPTIC TANK SEWER CONN. DRAIN PILL" SOAKAGE PIT GREASE' TRAP SOLAR HEl.TER DEEP SPRKLR. WELL SYSTEM Swim-* POOL CORTR. LIST CHIKCK Sire Septic Tank __ - -- - --_— _ _ ___ - Type of Tank.-----•---•-•--....••.-•— ...... -- ..... ......... ----Capacity Gals.------. ... -................... ........... Feet of Drain Feet of Tank or Drain Field from Well ............. .—.----•------._........... _.—___.... _................ Nature of Water Supply: City —Well _----------------•— -------- ---------Size of Soakage Amount of Permit ( Signed) Ig Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations la/ an employer of labor under the Florida Worlanen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Sup lenient, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the sit the work such pu ljc notice or notices as are regt*ed by the Act. The undersigned agrees to employ only such sub -contractors, k to be per a under this permit, as are licensed by Miami Shores Village. r... .............. Plumber. STATE OF FLORIDA, t CDU.'YTY OF DADE. "Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon* oath depres oand says that he is the -.—....... ............................ .—.................. .... _.. of the ebove described construction, that he has carefully read theregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Coarmission Expires Notary Public, State of Florida — NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or worlomanship. t& • r . i MIAMI SHORES VILLAGE Office of Electrical Inspector CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed a ? ; N b f Address Y. ' for ' y + owner, and occupied as F PERMIT No./4- -;4-7 has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater .watts Power: Connected load H. P. Space Heaters watts Other Apparatus ELECTRICAL INSPECTOR. BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder Legal Lot MIAMI SHORES VILLAGE, FLORIDA DATE 194 PERMIT N° 1352 Contractor's License No. Work to be performed under this Permit 81. Subdi. vision Address of Value of Amt. of Building Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plane, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. By 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 regula- tions 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 responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR7- CONTRACTOR OR BUILDER BY AUT Y M IAM I SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No.—__ _ '_. �' Date.---. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub tted for the building or other structure berein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kepk at building during progress of work. �4____( Owner's Name and Address-_-.--_-_-.---&74.�_--- --- ---- Nq„---/---- Registered Architect and/or Employing Electrician's Nam Location and Legal Descripl Street and Number where we State work to be performed and purpose of building (By Floors) ______ New Building ----- —____ Remodeling. ---- _______._____.____ Addition __—__— ---------- `___ Repairs ___— ---------- _____—�No. of Stories _ --- SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO.LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CLIST / LIST CHECK ENT. SW. D19T. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1-9 HP NEON TRANS. RADIO TOTAL CONTR. L/ LIST CHECK Service Uerheadund Size Feeders________ Conduit_ —__I. :'_' Main Sw.___�lr _0 Amps. _ —_—_ Main Fuses____ _10__r�__—_Amps. Type of Installation --Conduit__ Tubing____B.X.L.____--- ------ Metal Moulding ______________________—_ __ _--- ----- -__ Amount of Permit $ — —_ (Signed sR _ —�_— - Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) — ------- j Ma&RElectrican. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duty authorized to administer oaths and take acknowledgments, personally appeared — — —_— — — — — — -- — — -- -- --- — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the________ . ____-____ of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. 0 r .. N ' JOB: BUILDING ELECTRICAL PLUIiBING AD: WORK DONE BY REQUESTED The following is ready for Insp;!;ct oi:: - Inspector's Report: - WILL BE READY MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit Date--_____. Application is hereby made for the approval of the detailed' statement of the plans and specifications herewith submitted for the building or other ,r structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept, at building during progress of work. Owner's Name and Address Registered Architect and/or Engineer .------�-------_---------.------__ T_------------.----_- —---__—_—�.-- Employing Electrician's Name ------- __—�____—__—__T_____—_� _ _�___ No.__---__-_______—________ Street_ _�___ Location and Legal Description Lot___ T_________—.___________ —__Block______ Subdivision______.______�_�._— ------- —_ Street and Number where work is to be performed—No.__i___]__{.eL ----------- — ---------- _---_—__ Street_—_ State work to be performed and purpose of building (By Floors)________—______—_________—_____—____—_______.—_--__—--- — ---------- —_______________.._ New Building__________Remodeling ---- ----_----- -------- Addition___________-_____—_ Repairs --- -------------- __—___ No. of Stories --- _----------- SW ITCH LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T'S NO.LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER CONTR.T- LIST CHECK'�� ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON SW. CAB. TEMP. PERM. 0.1 HP 1.5 HP TRANS. RADIO TOTAL CONTR. LIST CHECK s. Service Overhead Size Feeders ------ Conduit ------ ____ Main Sw.____Y__—______ Am Underground p--------------- Main Fuses ------------------------ Amps. Type of Installation —Conduit --------- —_--- Tubing ----- ------- — B.X.L.__----- _------ Metal Moulding Amount of Permit (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) -- — -------- -------------- Master Electrican. STATE OF FLORIDA. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared------------- ------------- ------ — -- --- — — — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the _—------- _------- —___—--------- _— ------- --__—____ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. --------------------------------------------------------• ----•-------------------------------------------------------------------------------------- My Commission Expires Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No ------ Dai ___._'—__—__� i Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other.# structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kelTL at building during progress of work. Owner's Name and Address --•--_—•- *--- ---------__---- ------------------ --------- Registered Architect and/or Engineer —__---__________— ------ __— ----- — ___—___—______--___________—___— Employing Electrician's Name ______ No ----- _--------- _—__—__—_—_ Street _—___—--------------------- _------_- Location and Legal Description Lot__—__--___ ----- .— ----- __-- ------- —------ ___—_________________________ Subdivision--_____—.__-__--____.___ _- i Street and Number where work is to be performed —No.____-_._' —___ _—_ ______________ Street ---- State work to be performed and purpose of building (By Floors) ---- —_—---- —_—._.----- ------____—_____—___._—_______________________..______ New Building _—___— --- ---------------- Remodeling ----- ____--_-___________ Addition ------ —___—__--------- Repairs ----------------------- No. of Stories-__________—__ SWITCH OUTLETS LIGHT OUTLETS PLUG RECEWT's FIXTURES NO.LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN, WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. ...! / LIST .i f i". CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1-5 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK Service Overhead Size Feeders ----- Conduit___----- Main Sw._-- ------ ------- Amps. —____—_____— Main Fuses ------ --___—_.___Amps. Underground Type of Installation ---Conduit____—_____ Tubing_—____.______ B.X.L------ Metal Moulding Amount of Permit $---------------_-- __ (Signed) ---� ------ _ _ _------------_- _— _ Electrical Inspe r— The undersigned applicant for this building permit does hereby certify that he utAerstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Getleral Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) — -- -- — — — -- — --- --------------------- Master Electrican. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared — -- --- — ----- -- — ---_ --- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the__ —___ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE- A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. 3 E3AJJ IV P-3,9®H 2 0 MAI 1M TA3MTRA930 MOIT039201 JADIFIT03J3 ---------------------- .._.__..--------93sQ ----------_—_...._.--.----.OVL 1im79q wisdio io gnibliud Sri- iol bsllimduz d1iw979d znolir.)ft 33gz bus ensiq 9d1 IO in9m9isia b91iaisb 9di to Isvoiggs 9di iol sbam ydsisd zi no;wilggA sbi2o13 ,sgsitiV zsiod2 imciM to 93nstlibnO gnibliud sd) d)iw y)innolno3 bus 93nsilgmo3 ni 3bsm ai noiic3ilggs zidT .bsdh3z5b ni9i9d siw3u77a roiziviQ gnibliud 9d) to dnoiLslugsi bna zslui Its bus 9gslliV zmod2 imsiM to a93nanibio lls ,rbhoIq to s)s12 9d) to zws.I 9di to anoizivmq Ill; bez is 1fl9ll 9d ieum anOilrAbsga bns zns[q b9vo7ggs to yg07 A .Ion io b9diasga nisi9d isd79dw .dliw bsilgmo7 sd ilsda 9361liV a9iOd2 imsiM IO z[iow to zzngosq gniiub gnibliud --- -------------------- -------------- 014--------- --- ------- --------- -- — -- - — zz9ibbA but sm&K z'19nwO --__.�—__�___� �_ --.___--.-__---.---_------------------ ----..-__.__.__-- _-__----._—_.._ 799ni3n3 70\bns i397id37A bmsizigsA --_--__.__---------------____s99712.___-----------------__.___--__.oVI -_—_-_--_----------_-_—_-------_------------ ----- 9ms14 z'nsi3i7,,39t3 gniyoigm3 --------------_—.----.----_noitivibdu2--------------------- ---------- --so-I noi)gi7=SC[ Isgs-I bns nobs3od Z------ —__----------------- --__-_--__-_—_—__-_ . _. _____ .o14—b9lniohsq 9d Ol 2i Aiow 9-t9dw i9dmuM bns =112 _-------------------------------- -----------_- ------ —-------- -----_-- _----__-_--.---_- (zioolq yd) gnibliud to Szogiaq bus b9m7xoli9q 9d of 3iow 97612 ....... e9i7072 30 .OK ------------- . ziisg9A------------ _------------ noi]ibbA .-- - ----- ._ ---- - ------- gnil9bos19A ----- - ------- -----------gnibliud w914 ' glST2 30A92 .TASH W A3TAW 30HAA 30HAA HOfi1 .OIi7g3A 83AUTXJq OUJ9 THOU I H0TIW2 JAYOT A3TA3H 113TA3H .HHO.-i n3TA3H .1q MoO T3JTUO T3JTUO T3JTUO e9MAJ.ON 2'T'q'333A aT3JTUO 2TA.ITUO ATHOO T21J NO3H0 H03N i"OTOM 2nOTOM 301VH32 301V932 .Talc .TA3 JATOT I OIOAA . 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Z ..................... Date........ ................ �.......:'......................... G ..` Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address .................................... ............... ...............No...l... ` .``.......................Street, �..�.� ... 1.1 .............. Registered Architect and/or Engineer ........................ Employing Electrician's Name.k� Q!��...I...:� .... ,�..... `.' 0 ....L. . �Y :.............Street. , ���?-�-..4 • f. Location and Legal Description Lot ....... .................... ............... I ........ ........ ..... ...Block ........ .................................. Subdivision ..... ....... ... Street and Number where work is to be performed —No ...... ............ /...........6/..................................... StreeL '..(.............. . �..�;T ................... State work to be performed and purpose of building (By Floors)......................................................................................................................................... New Building .................. .............. Remodeling ............................. ...Addition...�....................... Repairs ...................................... No. of Stories.................... SWITCH LIGHT PLUG FIXTURES RE►RIG. IRON RANGE RANGE WATER W. NEAT. Iro STRIP TOTAL OUTLETS OUTLETS NO. LAMPS OUTLET OUTLET OUTLET CONm NEATER CONN. N TE11 NEATER GLIST —RECE'P'T'6 1s� LIST CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL SW. CAS. TEMP. PERM. HHP� 1.8 NP TRANS. CL'IST �0-11 UST CHECK Service Overhead Am Conduit d F Size Feeders .................... ................Main Sw._.............................p Underground SiPI.......................... Msia Fuses............................Am s Type of Installation --Conduit ........................ Tubing..... ................... B.X.L......................... Metal Moulding ................................. .................................... ... Amount of Permit i.........�...... (Signed).... -... C ..................................................... ...... ..... " ... Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. � (Signed). .................................................... ............................... . Master Electrician. STATE OF FLORIDA, 1 COUNTY OF DADE. I "' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared........................................................................................................................................ ............................................................................................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ......................................... _............................... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. .... ........................................ ............:.................................................... .............................................................................................................. M Commission Expires Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. ILb MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT (APPLICATION FOR ELECTRICAL PERMIT PermitNo..: ..-3 3..7............... Date......................., ...............:.......................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address....../°„!/.G4i ..................... No .... ........./.:>.._.v......... Street....�je.....',/.`' �:.. Registered Architect and/or Engineer ................. ................. ........ ......... Teet!.....EmployingElectricians Name.... ........................................ ...... Location and Legal Description Lot ............................................. .................. ..... Block... ...... ................................ Subdivision ......... .....,............... . IC Street and Number where work is to be performed —No ............... ... ........................................Street .r��.....�Jj..,F'.,�.... ....,,...... State work performed B ors�+� o k to be pe Eor ed and purpose of building (y FI o ) ........t`?N..y �.......�: .O;;�.C.,r.ag.............. ............... New Building ................................ Remodeling ................................ Addition .............................. Repairs ...................................... No. of Stories.................... SWITCH LIGHT PLUG FIXTURES REFRIO. IRON RANG[ RANG[ WATER W. HEAT. ACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T'S NO. LAMPS OUTLET OUTLET OUTLET CONK. HEATER CONN. 0 T[R HEATER CONTR. LIST CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL SW. CAD. Tamp. PERM. 0.1 H► 1•5 HP TRANS. CONTR. LIST CHECK Service Ovende head Une Feeders .................... Conduit ................Main Sw...............................Am .Main Fuss....................... Amps Underrgrogro SiFeede und Amps .......................... p Type of Installation —Conduit ........................ Tubing ........................ B.X.L......................... Metal Moulding ........................................................................ _.......... _.......................................................................................................................................................................................................... Amount of Permit S........... 1....-�'................................................................... (Signed)....... r.. .....................: t... � Eleetri c, ector.�+ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed unP.r_this permit, as are licensed by Miami Shores Village. (Signed) ..... ........................1 ......./....... 2? .......................................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I as. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared........................................................................................................................................................................................................................................ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the.......................................................................... of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............................................................ I ....... ........................ ..... ................. ............................................................................................................. My Commission Expires Notary Public. State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. BUILDING ❑ ELECTRICAL PLUMBING ❑ ROOFING ❑ MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 3440 Work to be performed under this Permit Owner of l Building Architect Contractor or Builder Legal Lot Description �. Address of Building Subdi- vision DATF: ' ' 195 Contractor's License No. Value of Amount of Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time ff the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6►. BUILDING MIAMI SHORES VILLAGE. FLORIDA ❑ ELECTRICAL DATE PLUMBING ❑ PERMIT N° 3334 Contractors j HOOFING ❑ License No. Z ❑ Work to be performed under this Permit Corner of Building a.xchitect contractor -,r Builder .egal 3escription kddress of wilding Lot Bl. Subdi- vision Value of ' Amount of , Project $ I! Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application ierefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, Irawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ime if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is -ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations _pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work I one by his agents, servants or employees. / Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations )ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- =epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6�� ■, h, I S c, ss r _ ,'� d•ii' I'IS r. SI: A.�. ( 1 ci �, r - .1 0 l c._ r -- - - - • -- f -a -.- � I I I _ j _ I Lrm _I;tru ji r( f rl rrTr-rrl r - o Tf l 5` —I r�!ITrrljjtTnrrTtrrnrrrrllllIIlrrt[L! r-- - - ---- -- - --- - --- -- -- - __.. -- ----- -- ----- - - - - -- -- - - - --- - - - - r - - ---- 1 41 ,•� I w � �I Pic � ''¢o�n �. leo•i io 19'• -.JA -I, toy-n., - - �• z. 'Z. _ �% t` I a�,,� - I L 3'")- _-_ c4 ra { ,3. ( '•a-L — ,.,. ��-., _ c. �,� �- II � f J Ea ° t t is I{q(., .il (_ 9 1 C1 a. {• rl .a t� ') � �Z� J f. ( P � �I I. !-. D D, 112q / ?i k. rA t.: 1, Y')(�.f.} (II 7Ts s 'j�vu i7tss ! Il7 +_ , - _ - -_= 1 1� 1 =r T r 1 f 7S n'-l'ri irl E_- Ft - ----------- '- ----- -SLan� Svc>. 3 L t. 1/1'1 - I Al %SDI )ark .t,l l �.,• w .' %--- `1/ � (°, � n •L'i.p 1, r , t, P -- 5,. - 5K" 1� S 1 9 is ►i �: (. Q i� , f I �. ( h 1 , g --- �r 2"z • ,�� �� Jr ;� ;j 5 • Q f • f �� r. f I, I� I I � < I 't � � ��1141�f`5�7'Z!5'��il•la c.{ deti"-'- II� a O1h.Z ar �t pt, L, .,.- 7 THOMAS J. KELLY OFFICE: CIVIL ENGINEER -LAND SURVEYOR TELEPHONE: 5139 S. W. BTH ST. MIAMI, FLORIDA H.1. 8.01504 SURVEY NUM13ER-6 6-114 j SURVEY OF hh LOT-8AND ✓ ----- __-- BLOCK_G2-� - sueolvlsloN_�iI_t]._�jl�l���s �NS�1I1Q11_L- f�/_'2�N11�'U —.._ � ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO. 10 AT PAGE NO.-7-0— _ PUBLIC RECORDS� ��o�rFD 4 0 E-COUNTY. FLORIDA. p4fy�� /^� DATE:_ 6[M_�C t.L �C �D_-_-______—�ORI �1VJ!'1 �?/• f i v�L..L-LL-�L�_1..C1-T_-_ LQCATION SKETCH -^ _ SCALE V =20.0' REPRESENTS I HEREBY CERTIFY THAT THE ATTACHED •4 - Jjl SKETCH A RECENT SURVEY MAD! RECT TO THE BEST OF MY MY DIRE �TIQN. AND IKNOWLEOGE AND BELIEF_ THERE ARE NO ENCROACHMENTS. / Q• I ! _ Q r REGISTERED ENOIN� 03161 t u REGISTERED LAND SURVEYOR faze N R STATE OF FLORIDA..., t� .l W N. F-. 93Fd^STREET n lk' oCATED IN MIAPA15mOKE4l FLA• piJ�'iF � S = I i I 1 I � � • � 1 � , � � �:.:.LL1LG.c l) I� I a t ` S LOT DETAILS ` SCALE 1•= ZU 4ft.., M.11rv,lo./fQ$%i'G Ltti'Fs/HALtsy C. F. CO.. NO. 306E-435 ,it.3 1 THOMAS J. KELLY OFFICE: CIVIL ENGINEER -LAND SURVEYOR TELEPHONE: 0139 S. W. 8TH ST. MIAMI, FLORIDA H.I. 8.0504 SURVEY NUMBER•56-//f} Q SURVEY OF LOT—ClZ?fiD. ----••--t- BLOCK y�.b. -- - • --- - - --- SUBDIVISION _HlA_t'�JJdl0.CCr'S'SLr��LQ�SL�_•-----_-- ACCORDING TO THE PLAT AATH■■�� THEREOF E EEOF AS RECgROO IN PLAT BOOK No. U AT PAGE No. -7 0 PUBLIC RECORDS or__D .E[_-C�O•UNTY. FLORIDA. tL�� _ L DATE:_Fe-6AIL/=�&�-�j�.L��D--.__._______•.__...-FOR: 11410AEU L- _ • I HEREBY CERTIFY THAT THE ATTACHED LOCATION SKETCH I SCALE 1'�z O(i SKETCH REPRESENTS A RECENT SURVEY MADE, U NOER MY DIRECTION, AND 5 TRUE AND RECT TO THE BEST OF MY IKNOWLEOGE AND - BELIEF. N' E• 341A 3TREET THERE AR[ NO ENCROACHMENTS. tt � 5A. > N14 /3 /z /o � 7 6N a•I _ _ 4 REGISTERED ENGINE/Y3141 ./ REGISTERED LAND SURVEYOR Re &S N % 9TAT[ OF FLORIDA.. ' Q N. E. 93r4d 57KI°Er 1 oCAT> D iN M(IAMIJ`HOR[�� FLA It 7s'R-04V - /8 P,)vf ,4 Nr If e /:5 AL1,er ;VAfjeR M.VN,PotYfQ$%t'L LN:E/k5l.,jF�LOT DETAILS SCALE 1'-ZO C. [. CO.. NO. 309E-4+7 tli.• Aos Y '1>�7_�: -- I i r i - 1 /Q V, � DRIP •� t •. �7/. 41 L. .-. �,� cal ,�c/: _rl¢ -. , ' � � , • ' wr Jr v ! 94. sr ,� II .`.' I ��•4 r/:-� :r. ,ter/ro � t i�'�: - o: ,r. v 07 � =� �.> u.vo�l ; ro el � j '�i>o/: •��aa/ _-/ S _ � r t -�f / ';o / 2 c/;�_.v,.. r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE V, Date Pt 1)LhW g/ Job Address %�V7� -Tax Folio Legal Description Gol' g two 9 mi &n'I S ��'PE.S �t?�" �� . /y � �'j'!'IiiYIP�? 70 Lessee / Tenant @)EA-ryNc �iuTrrHi/�7Sa/li Master Permit # (�:er) (((( Owner's Address % `-5 d dU G • 9 Z/-11A 5r,4 Phone l3,o S 757 o Contracting Co. C'f/A:� i 1AJ Ft IV1°C 601nlolg , /NGAddress Pi), 'Iyyx bgd 7 i�,? Qualifier �34&yg State #C 23C —2- Municipal #,30. 023/J /ZCompetency # OD&)d1)&H Ins.Co. .41�/ES IAIS Architect/Engineer /0L Address Bonding Company I % Address Mortgagor kya Address `----� Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 119:SYOII T '1116* ehe?;I) Lln)e FE�ige-e--, LU/7'"yJ 9 �% / GtJ/ /) E Gy�/C �� TG � , ��/�1 D ✓61'L. U � ��'1 STiNE Gt�� /� � �",Er�}c,G . AIsa". Ft. �i �' U Estimated Cost (value)J4,.211? `- Uy WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I author' ze the above amed co ractor to do the work stated. % T ' - ..� 1'1 Signature of der and7or ado Irfesident Signature of ntractor or er-Builder Date: tuft ov-9� Date: Od'4y-l99 N ary as to Owner and/or Cp�rbdq Pre ddent o ry as to Contractor or Owner -Builder .`�* �'. rE ANN LUTERMAN Com®ission: dC��� egg JULIE ANN LUTERMAN tW Commission Expires: ��s� COMMISSION M CC335ill `,g !L GbMMISSION M CC335111 EXPIRES DEC 8, 1997 s R, EXPIRES DEC 8, 1997 Bonded Through Bonded Through ** * * * * `A * N INSU*ANCE SVICFR* * * 'IOP� ALJI INSUR#NCE SEVVICES ** A FEES: PERMIT RADON C.C.F. NOTARY TOTAL DUE APPROVED: Fire Other Zoning Buildin Electrical Mechanical Plumbing Engineering • 1 � TH'0MI AS J. Kr---L.L.Y OFrIcE: CIVIL ENGINEER —LAND SURVEYOR s: S. W. BTH ST.. MIAMI, FLOR:AA TELEPHONE: SURVEY NUMS1 13-5 6- j.14 H.1. 8-0004 pp SURVEY Uf• BLOCK—P Z SUBDIVISION— R_X Lr OCCORDIfIO TO THF. PLAT THEREOF A9' REC RDED IN PLAT BOOK NO._ /� -F:L__AT FAOE PUBLIC RECORQS OF_.f24 ' (�--COUNTY. FLORIDA. DATe:,_�.�1�.11.:i, a/__G /J�&�_._---�roR,.��G�st��'I-C�S1T_GJ"1Jlh�L— LCc;AT10N'S9(ETCH SCALE 1'=^ to 1 HERL: E)Y CERTIFY THAT THE ATTACIICD l �_-- — SI:CII PE" F II SVIIA RECENT 51)RVCY MAO.! I1ET"ny14Y OIRI:H CTION• AD IS TRL- UAHU C:�R-FIE' ni i5 EIECT O 711E oc,jr Or Hy KNOWLCDO= ij;,l C�• F• 94 •/ STr� EBT• I T J3P ^ 8t0�• ` THERE ARE NO ENCROACHMENTS. Id 51 1 k��•I:�-Y _C �_ �. 3 1 ,�f '�' REOISTERPD ENOIN E 'N9161 Rl'O19TER ED LAND SURVEYOR Naaa OTATR CF PLORIDA— lei ' �� q/6 /6 J7 I/e J9 Po ?./ az z3�,1 1' � 1:/C; 1 ••' .��/ �[ �, O C \ ' Piw/CMF,AIT • a—i I? i CI I . /q. C ?i 160 N F, 94 ".S7RFe r gin, Yti /I J a ..+..o ......6= S - pA� LL. M.�IA,Iiwf��%.LJNfSII;i,,,,, yL OT DETAILS SCALE C. O. CO.. IIO. a000-4A9 I MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1 Date ............ - ._... �v ........ ........... 119.4 � Owner's Name and Address.... ................. ... No ....... �•��•-�° ..... street ....... _ -........0 ........... f- RegisteredArchitect and/or Engineer.--- . --•............................................................................................••----............-•-•-----............... ---- -• ............ Nameand address of licensed contractor .... ............................... ---................................................................................... ......................................... Location and legal description of lot to be built on: Lot - .............. Alock. _.. Subdivision... __................----------- ......-------- ._.._................ a Sweet and Number where work is to be done ....... _......EYa.l�r._.._.__�Q_}�............... ...<<%_.. _ ;' .._.....:. ............ State work to be done and purpose of building (by floors) .......... &t4?n .''......ZV/..... A1_................._..._._____._......__....._._..__._....._.. ................ ................ _......... ---... --....... ........................................................................ and for no other purpose. New Building .... _.._..................... Remodeling .......................... Addition .......................... Repairs ........ -................. No. of Stories To be constructed of............................ Kind of foundation ................................................................ Roof Covering-----...................------ --............ Estimated Total cost of improvements $----- *?d O.-aw........................Amount of Permit $ .................................................................................. Zonecubage required --------------------------------------------------------------- -------------- Plan Cubage........................................................................... Distanceto next nearest building ............. ............................................... Size of Building Lot .......... .......................................................... ............. Maximumlive load to be borne by each floor ............................ _... ....... _........................ -........................... _........................................................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to --------- —........ -------- --------------- -------------------- ------------------ ----------------------------------------------------------------------------------------------------- .............. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer Of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. _—. Remarks --- _-------- _....—_._----------------------- __..__----_ (Si------•------_. gned)_.....-�[.�:-----� - -----------._......-•----------•---._........---•-- STATE OF FLORIDA, COUNTY OF DADE. J 's Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared-------- ---••--•---•---•---------------------------------------------- ----------------------- .-------------------------------------------------------------- -------- ---.---------_-------------------•-•-..-------- ............................ ..... _... -......................... _._.._........... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. ............................................................................................ of the above described construction, that lie has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.•._-- - -_.__---_---------------- Date .....:::................................... Read, Sworn to and Subscribed before me. Disapproved.... ------- ------------------------- Date --------- - ----- - .... ... ......... .........---•-••...........••••-•-••-•••.--... Notary Public, State of Florida ( Signed) .............................. ................. ---------------- --._.---........ Building Inspect6r My Commission Expires ................................ PLANNING BOARD ........................................ - ....... _...... DATE Chairman---------- ......•------•------------------------------------------------------------------ Member ----------_-- ---------------------------------------------------------------------------------- Member------ Member -.-...•....___-_.----------------_....--------•--....___....-----------._.-----------.-...._.-- Member.. ..... ........ -•••-------------------------------------- -•--••---------•----••--••--- Member ........................ _.................................................................. ..... CouncilApproved -•-................•---------------•-------------------------•--•----..Date Disapproved ........ .--....................................................................... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Jr- --_ ..... �— - - -'-. ._.. r..---. - - T' ... �,r 4 ' 3 `Itt C'�o o -- - - �31rz W 1/0--r'{ .- 0) e e, A lr N t4 7 r (SlALLf 77, U�w k it r P. k- TT I A D. V. P. li..' �93 ........ 4 1?. � HN ----------- fj 1[ Is 2. 4AL r� PERMN APPL'ICATZON FUR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avgnue t M;amiggoites, F7oriba 33138 - Phone: 305-795-2204 - Fax: 305-756-8972 . . ... . . . . ... Date /L / �" lob Address 5�9 AJ- C 93 s'r" Tax Folio j �O 1 3c 3 C= • • • •• . • ✓Legal Description .' :'. : Hirtbrically Designated: Yes fIqo �0 •�•���,'!+ •••�"1 •ice • � Master Permit ND.vE" r • (j % ✓Owner/Lessee/Tenet � t u't:L�� !!Lit�.f'L> !' U_�'ir '�• � � Owner's Address / 5/`� %/ E 9�.T: ; Phone .fit /� l` • • • • • •• Contracting Co.THEC.-O IA1607W(5W#o bEII' ✓ �G'JrMel,✓(rAddress 2943"0 A)' ? R' Qualifier AL -;l &2F7A(100y SS Phone , 3Df- 17 Y /7'%/ State # CFe— 0t7 a -6 Municipal # Competency # Ins. Co. !9�7 IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE -INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one):�uu BUILDING - ELECTRICAL "PLUMBING MECHANICAL ROOFING ,pT� WORK DESCRIPTION: �*ew DrXIS) c- AV*V r7L Ptpw Square Ft. Estimated Cost (value) 7- D2 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. r Si ature o owner an o ent Date Sign r of Co tractor or Awner1ai &r Date pR FI �, T:0iiDA ? FR_Da'RICK / � NCTdi 9'0\ i.;, Jxmo ;tip. 7121104 ,Off in PUBLIC No. CC 955415 otary as to aner and/or Condo Presid My Commission Expires FEES: PERMIT /RADON APPROVED: Zoning Mechanical xry`ras to Contractor br Owner Builder Commission Expires ___7 / �.. � .• '� .__. � -- C.C.F G NOTARY TOTAL DUE Building Electrical Plumbing Structural Engineer BOND i Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed:12/30/2002 Applicant: ELLEN Owner: GARRETT JOB ADDRESS: 149 NE 93 Plumbing Permit Permit Number: PL2002-357 GARRETT ELLEN ST Contractor SILVER PLUMBING & SEWER SERVICE INC Contractor's Address: 1071 NE 79 ST Local Phone: Page 1 of 1 Parcel # 1132060133030 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 21 & W1/2 LOT 22 BLK (� Fees: Description Amount FEE2002-7453 Building Fee $130.00 ^1� FEE2002-7454 CCF $1 80 Total Fees: $131.80 TTotal Receipts: $0.00 Total Fees: - $131.80 r_ Permit Status: APPROVED Permit Expiration: 6/28/2003 Construction Value: $2,400.00 Work: REPLACE DOMESTIC WATER PIPE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re -inspection fee Is $50.00, which must be paid in advance hefnro entlin" f^- ,....•..-- ction. PAULA STEINMAN (20PTIL, SI~��� 3242 OR ALLEN STEINMAN 3� 6 ? �.- f'I `� I 1020 WEEPING WILLOW WAY 63 �/630 rl HOLLYWOOD, FL 33019-9813 Date / y 3 }� 9� Pay tothe /TrCyI �3�Orderof i. Dollars 8 Bank of America Advantage" ACH n/r 0"100477 For-- imr.300001011: 00 L L95?8963 1" 2 GUARN the equipment or device described in the application herefor in strict compliance with all with any plans, drawings, statements or specifications that may have been submitted to s not done in compliance with such ordinances or if the plans are changed without ctor or builder named above assumes the responsibility for a thorough knowledge of the igs or in the statements or specifications and that he assumes responsibility for work done BY: i compliance with all ordinances and regulations pertaining thereto and in strict conformity !s Village. In accepting this permit I assume responisibility for all work done by either i BY: MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Lgo PermitNo. _,,/,=� Date ------............. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Floridu and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisior of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. . Owner's Name and Address. ___ _ �_- = _-_3_--------C " ^-' °� ..: No _----_.-_-- - _—_-. - Street. - RegisteredArchitect and/or En eer _._.__ .__--—_---•---_-.__ _. — -_---- -- - _---.- .- ------ -- ----------- ------------ ------------ ---- ------------ .---.-------- . Employing Plumber's Name -- --- - -- -- --___.--•---------.- � "� ''=L= �-?- No.__ %� ' Street----------- __------------ • - - -- •---•-- Location and Legal Description Lot_--_----_ ------_ -� _ B �__ Subdivision.-_____.-.----- ---- -............. -- -- ------ Street and Number where work is to be performed -No._. - Street_.__ ____..._. ................ ....... State work to be performed and purpose of building (By Floors)-_._-______-_._._.__...._.__-- ---- ------ - - - - - - ----------------- --..--_-.--______---. _ ---- - ..... _. ... New Building ___.--- - ---- --- _ _ ...... Remodeling ----- ----- --- --- -_- __ Addition--._..__._._....__. Repairs. .. ........... No. of Stories .......... .......... . CLOSETS BATH E TUE SMOW[RS LAVA. TORIES SINK[ SLOP SINK[ LAUNDRY Tuns URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT•NS TOTAL FIXTURES CONTR. LIST _ CHECK SWIM'S POOL SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HATER DEV WELL SPRKLR. SYSTEM COMM. LIST CN[CK SizeSeptic Tank - --------------------- --------------- ----- - ---- -Type of Tank-.----------- ---------- --------- ----- ----- -----Capacity Gals....._ ................. _- Feet of Drain Tile _____----_.--- -- - ..----_-.-----.-.Dist. Feet of Tank or Drain Field from well ------ _. _._._--------------- - - _..... -._..... __.__...... Nature of Water Supply: City -Well.---_---_----------.__..____.._---- -- Size of Soakage Pit .. _ .___ ... ........................ -_ _. _ ._. - - - ----.------......_.._.............................. { n j 1 r. :, �•> Amount of Permit $_...----__---;, - a •------------ SI ed - Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has CL,TI- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him to the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-ontractors, on work to be performed under this Permit, as an hoeased by Miami Shores Village. ( Signed) _.- -- - --- STATE OF FLORiDA, ( �. COUNTY OF DADE. ` - - ---- --- -- ---------- - _. Matter Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeare to me well kmown, and who, being by me first duly sworn, upon oath deposes and says that he is the. .. ...................._.._ .- ....... .............. . of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all tac therein by him stated are true. - - -- . .------..........— My Commission Expires ---_---- ------------_.._____-.__......_.......__ . . Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or Lul materials and/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No. !'� l ---------------- Application -_..� .....--•=--- ==•-- Date ------------------- -- ...__ :......-_ . is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building; or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisior of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept al building during progress of work. Owners Name and Address.------ -------------- ---•-- ------ ------ -------- No.._._... — ... -... -.............. Street.--- ....... —----------- ---_--------------- RegisteredArchitect and/or Engineer-•-..--------__.__.__------- .__.—._---------- --.__...._—_---_.___--........... .................... -...... ..... _.......................... . Employing Plumber's Name -- Street --- - ----- — ........... -....................... Location and Legal Description Lot _—._.._._-•-----..__. Block Subdivision- ._.____.— .......... _............. Street and Number where work is to be performed —No --------- -- Street -_ .......... •- ------------------------------------------- _-- State work to be performed and purpose of building (By Floors)-_....._._-- _ L- � F. ` ��---------------------- New Building---- ------_--------.----------- Remodeling ----- - ------- - --- ----- —__ Addition—__—._--.._--- Repairs .... ...................... No. of Stories ......................... CLOSETS BATH TUBS SHOWERS LAVA- TORI" SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT•NS TOTAL FIXTUREI CONTII. LIST -- CHECK SEPTIC TANK SEWER CONN. DRAIN POOL D SOAKAGE PIT GREASE TRAP SOLAR NEATER DEEP WELL SPRKLR. SYSTEM SWIM•G POOL CONrR. LIST CHECK r Size Septic Tank —---•-------------- —_-Type of Tank_— — -- - - --- -- -- - Capacity Gals....... - -----------•-•- Feet of Drain Tile. --------------------- -----..-___-.—_.--_Dist. Feet of Tank or Drain FIeld from Well ---.-------- ------ -------------------------------- ----------- ------ - ....... Nature of Water Supply: City —Well.. -- --- -- - -- - -- -- Size of Soakage Pit ...... -..... -..... -.................... .......................................... Amount of Permit (Signed)---------------------------------------- ----------•-•---------- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed)----------------------------------------------- -------------------------------- ----- Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeare to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ___--------------------------------------_---.-.-.-------- -------- - of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fac therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or Paul materials and/or workmanship. BUMDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFMG ❑ Owner of Building Architect ,,ontractor or Builder_ MIAMI SHORES VILLAGE, FLORIDA PERMIT 1X? 12775 Work to be performed under this Permit Legal Lot II Bl. II Subdi- Description vision DATE --'"" 195 Contractor's License No Address of Value of Amt. of Building 11 Project $ Permit $ This permit is granted to the contractor or budder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY 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 responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AU'THORrff MIAMI SHORES VILLAGE, FLORIDA BUMDING ❑ ELECTRICAL. ❑ PERMIT N° 14603 PLUMING ROOFING ❑ Work to be performed under this Permit_ Owner of Building Architect contractor or Builder Legal Lot Address of Building Bl. Subdi- vision DATE _er Contractor's License No Value of Amt. of I Project $ L; i��•• Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed:— � r B)f':..:,, 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 epting this permit I assume responsibility.for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY ALMHORITY BUILDING ELECTRICAL PLUMBING Owner of Building — Architect—____ Contractor or Builder Legal Lot Description____ MIAMI SHORES VILLAGE, FLORIOA DATE 194 PERMIT N° 1231 Contractor's License No. Work to be performed under this Permit 41 Subdi- vision Address of Value of Amt. of Building ! Project Permit 11 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: By 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 regula. tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In oc pting r 's permit I,,Assume respo ibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY s - BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor ---'" or Builder r MIAMI SHORES VILLAGE, FLORIDA DATE 94 rr PERMIT N° 1322 Contractor's License No. Work to be performed under this Permit Legal Lot { Bl. Description Subdi. vision Address of Value of Amt. of Building / Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether showp on the plans,,or drawings or in the statements or sipeci5cions and that he assumes responsibility for work done by his agents, servants or employees. Signed: p• ' #" By. f 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 regula- tions 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 responsibility for all work done by either myself, my agent, servant or employee, 'CONTRACTOR oR BUILDEROR BUILDER, BY'.�1.� AUTHORITY .-.v A. . . , . • . V. M IAM I SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Q Permit No ------ ---- ------------ --- Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subm' Ed for the building or other, - structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. ��ff Owner's Name and Address _ ___________--_____.—__------ No._/_��lJ___—__—. Strcct__ Registered Architect and/or Engineer _-------_--- ----__ ----—------ ---------- ------- ---_—_------_----- Employing Plumber's Name -- - - - No. ---------------------- ---- Street ---------- ---------- Location and Legal Description Lot—_ _ —_____ -___ ______------Block_____ ��!"___ Subdivision______ ________-___--_ Street and Number where work is to be performed—No.________t' _b___Sd _D___?_�-��-_- Street ---- --------- -------- _________________—____________ State work to be performed and purpose of building (By Floors) _ __--------- ------- —---- ---------------- —--------------------- ------------------ New Building ------------ Remodeling---------------------------- Addition -------------------------- Repairs.--------- -------___--- ____ No. of Stories.---/_------ BATH LAVA' SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBS SHOWERS TORIES SINKS SINKS TUGS URINALS BASIN DRAIN FOUNT'NS FIXTURES LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Tank----1--4 -v--• ----------- Type of Tank ----V-----------------Capacity Gals.--- 5 CP -- Feet of Drain Tilc.____—�%57* ___—_—___ Dist. Feet of Tank or Drain Field from Well ------ Nature of Water Supply: Cit Well .__________________________ -----___-___-_..Size of Soakage Amount of Permit S— — - --- - -- -- --- - - — -- (Signed) — _-- -- -- — -- — --- - - - - - Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Oil (Signed) --�----------------------- ------ --------------------------- Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared- — —---------------- — - — -—---------- ---------------- -------------- —--- ----------- — --- --- — — -- ------------- to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the -------- ________—_-------------------------- ___________ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public. State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. ti C-) • t +. M IAM I SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.----- /----____` Date-----/,6_-.---_3-.� Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kep& at building during progress of work Owner's Name and Address ---- 11. -C�4------------------------------- No.- - ---- -- Street ---- ---------------------------------------- Registered Architect and/or Engineer ___—__r—__ __�________- --------- ------ .__ _ / ----------------- --___—_ --_--- Employing Plumber's Name --V�C� �(g�����'"�"�t' No _s S �' ----------- Street----nl - ___i- 4�41s•Vl►-- C.. v .. / Location and Legal Description Lot ----- _�_____�_________ __ __Block_____ y__------ _---------------- Subdivision______ - !____ ____-_---_ Street and Number where work is to be performed —No ------ ------------- Streeth-F, __� _ _—___----- ____________ State work to be performed and purpose of building (By Floors) ------------ _—_--_______—_________________________________--------------------- ----_______-__-.- New Building----__ — ------------- -------- Remodeling--------------------------- Addition -------- _.--------------- Repairs ------------------ ------- --- No. of Stories .---------- --- BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUSS SHOWERS TORIES SINKS SINKS TUBS URINALS BASIN DRAIN FOUNT'NS FIXTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR -JDEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Tank. ---- -------- -------------- Feet of Drain Tile ---- _________________ Nature of Water Supply: City —Well. --------- Type of Tank ------ ---- ------------------ Dist. Feet of Tank or Drain Field from C -------------- - ---- - ------------------.Size of Soakage Gals. -------- ------ -------------------------- -- -- — - Amount of Permit ------------------------(Signed) - f- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations"16 an employ of labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida Permanent §dpplement, has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employ by him ' the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such blic operic or notices required by the Act. The under signed agrees to employ only such sub -contractors, on work to be perfo a nder rmi licensed by Miami Shores Village. (Signed)------------------------------------------ -------------------------------- Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public; duly authorized to administer oaths and take acknowledgments, personally appeared ----------------- ------------- -------- --- -------- ------------------------ ------------------ --- --------- ---- -------- -- — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ------- -------- --------------------------------- —_____ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public. State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. -"M%UILDING ELECTRICAL PLUMBING ice` Owner of �l Building • Architect Contractor or Builder _ Legal Description Address of MIAMI SHORES VILLAGE, FLORIDA DATE b 194� PERMIT N? 5588 Contractor's �G► to be performed under this I rL Lot Bl. �jicense No. V f. Permi_T, Subdi- vision Value of it Amt. of $ / ,„ Permit I This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the or 'nances and regulations pertaining to the work covered hereby whether shown on the plans o awingW�n the statements or specificati c at he sumes respon- sibility for work done by his agents, servants or employees. .!: /�� •+ �' - r/^} Signed: . IV* ! ';' dT ' " By IN ECTOR In consideration of the issuance to me of this permit I agree to perform the work covered ereunder in compliance with all ordinances and regulations, pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authi fts of Miami Slilreiage, In a ce ting this permit I assume responsibility for all work done by either nlywILwy agent, servant or employee. �+'C7tRACITOR OR BUILD Y `' j AUTHORITY MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT te-------------- --- /� -T Permit No.- ---- ---------------- Da -``-- ------------ ------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subrnitted'ior the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division - of Miami Shores Village shall be complied with, whethe erein specified or not. A copy of approved plans and specifications must be kept at building during progress of wo(k. _, t Owner's Name and Address.. t._ 1 _---. t� j - No. -- - - - - Street Registered Architect and/or Engineer---.----* -- - ----------; - l-v--------- ------- -___;---------------------- ---------------- - _- ----- -------------------------------------- Employing--x �� , -' # ' �, ' ; -' No Plumber's Name.-----'..... - - — Street - - /----- -- r Location and Legal Description Lot --- —.---------- _------ �r-------------------- Subdivision --------------------- --------------------- -- Street and Number where work is to be performed —No. "'`- * st�reet - - ... - State work to be performed and purpose of building (By Floors) ----- ________ _ -� l.___` -- --- f __ --- 1_ `_'._= 1____--__._-..._. _ �.._. New Building.- ------------------- ------ Remodeling ._------------------_--_----. Addition-----------------1._.. Repairs.... No. of Stories .-- .... ..... '------ ....... CLOSETS BATH To SHOWERS LAVA- 70RIE5 SINKS SLOP SINKB LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTR. LIST -- CHOCK SPRKLR. SYSTEM SWIM'G POOL ' SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL CONTR. LIST CHECK SizeSeptic Tank --------- -------------------------------------------Type of Tank --------------------- ---- ---------------------------------- ---Capacity Gals. - --------- ----------- ----------- Feet of Drain Tile ----------------- ---- ----------------------- Dist. Feet of Tank or Drain Field from Well ----- ------------------------------------------------- __---•----____---------_-- Nature of Water Supply: City —Well --------- ----------------- — - — _ --- - Size of Soakage Pit-------------------- ------- -------- - ---- ----- - -- -- --- - g v- ------------------ ----------------------------------------- - - _ - - --------- ----- ----- -- ----- r7 Amount of Permit $._..- --Y_ - - - — - ---- — - - - ( Signed ---•--- — - - ----------- - --------- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. _. - r (Signed)-2 =------------ - - - aster -- - Plumber. - �__ ------ ----Master Plumber. STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. --------- ----------- ..._._.___.------------------------ ------- ._._._ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ----om------------------------------ -- My Cmission Expires Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. _ M IAM I SHORES VILLAGE ` PLUMBINGIN PECTION DEPARTMENT APPLICATIO R PLUMBING PERMIT f Permit No..____ /_L_____L____________ N Dat----- Application is hereby made for the appvc al of the detailed sta ment of the plans and specifications herewith submitted for tf. building or other structure herein described. This application is made in compliant and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinan es of Miami Shores Village and aff-rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether here specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address ---.-___-- --_------ --------___-- No.__.. .?-v-_-� _�__. Street_--_1_—!—_----------_- Registered Architect and/or Engineer --- _--- Employing Plumber's Name i —_�{ __` �_--_�_�._._-�i_--.--- No._-1 �=-� _—� —__-- Street_-1__�1_.�---_—__.--. Location and Legal Description Lot——__—_---._j___Block—._Subdivision__—_____—___—___—_____.. r Street and Number where work is to be performed —No ------- /__' ___----------- _ - State work to be performed and purpose of building (By Floo ) ________—__—__—_____—____-- New Building—__—_---_—_____ Remodeling --- --------------------- Addition—__--__—__________ Repairs ___________________---- —___ No. of Stories ------ ___-_ . CLOSETS BATH SHOWERS LAVA• SINKS SL LAuND 1* 'INALS CATCH FLOOR DRINKING TOTAL TUBS TORIES SIN S Tuns BASIN DRAIN FOUNT'NS FIXTURES CONTR. LIST �- CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SO D SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATE L^LL SYSTEM POOL CONTR. LIST CHECK Size Septic Feet of Drain Tile__—_—_____ Nature of Water Supply: Type of Tank -------------- __— ----- _-------- _---- ------_Capacity Gals.—_----_-- —_ Feet of Tank or Drain Field from of Soakage Pit.------------------------ --_— ---- -------------- Amount of----'�- %j Plumbing Inspettor. an tsi d'a tcant for this building permit does hereby certify that he tihderstands and accepts his obligations as an employer of labor un the Fl rids men's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- ed with a provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be rformed u der this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are uired by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, as are 1 « nsed by iami Shores Village. r I l (Signed) --- Master Plumber. STATE FLORIDA, COUNTY OF DADE. I as. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared—__.--- _ _____ __`._— —___------------------.----------- -----_-_-- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the __—__________---- _----- — ------------- -_---_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ------- _-------------•-----....--------..---------------------------._._----------------- .............. ................................................. My Commission Expires Notary Public. State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. JOB:— 1.�'4: BUILDING • WORK DONE BY �1 ELECTRICAL PLUMBING ,� REW! �':'bD WILL BE READY I The following is ready for Inspection: - Inspector's Report: - J N„ • W-- I w JOB: r ADD• WORK BUILDING : DONE BY: REQUEST FOR ELECTRICAL : • INSPECTION WAS MADE WILL BE READY PLUMBING : The following is ready for spection: - Inspector's Report: - -/ NOTE: REQUESTS FOR INSPECTIONS MUST BE MADE BY THE CONTRACTOR PERFORMING THE WORK. ter• M IAM I SHORES VILLAGE - _ PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No. -= — — Date - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work Owner's Name and Address =---------------------- —---- - ------ - No ------- - — -- — -- -- Street ---------- - --- ------------------- ---- Registered Architect and/or Engineer --- Employing Plumber's Name -- — — ----- —_— - - ----------- No.-------------------------- Street ----------- ------------- ------ —--- -- Location and Legal Description Lot__,:_ _— ' Subdivision -_-- Street and Number where work is to be_ ----____-- State work to be performed and purpose of building (By Floors) ------ _—__—_ a _—_____—_______—__-_—__-.--_----------------------_____---____-- New Building_____________,'' '________—_ Remodeling -------- ------------------- Addition ------ — ----- —______ Repairs ------------ - ---- _____—_ No. of Stories .__i - ________ BATH LAVA- SLOP LAUNDRY CATCH FLOOR DRINKING TOTAL CLOSETS TUBS SHOWERS TORTES SINKS SINKS TUBS URINALS BASIN DRAIN FOUNT'NS FIXTURES CONTR. LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. 1 LIST CHECK Size Septic Tank----1=-------•--------------------- Type of Tank --•- -_---_---_—_-___----Capacity Gals------ -- Feet of Drain Tile___—____ _._____ ____________ Dist. Feet of Tank or Drain Field from Nature of Water Supply: City —Well --------- ---------------------- ------- -------Size of Soakage Pit ----------- —----------- --------- ----------- -- Amount of Permit S_—_-- __- —_—_(Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) �= —_ — -- - - --- -- -- — - - — Master Plumber. STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared_ -- -- -- —-------- -------------------------------------------------- -------- ----- —---- — ------------------- --------- to— --- -- -- me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the .____-_ ._------ _---------------------- -__- ----- —___----_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida w NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. M IAM I SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.______ _________ �-------- Date-------`=-----•-----------_. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other.* structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address ---- - No.----------- ---- —------ ------------- Street -- — ---------- Registered Architect and/or Engineer — — — — — --- -- ? — -- —---------------- -- --- --- — — — — — ---- Em to in Plumber's Name _—s' � No._------ ------ - Street --- Location and Legal Description Lot—__SJ�--Z___------------- -----Block ----- ------ Subdivision_--_______=_---: ----_------- 1-51 Street and Number where work is to be performed —No .— ----------- _ _1_-___4— ------- Street__r, _H' _ _---------- - ---------------- State work to be performed and purpose of building (By Floors) --------- —--- _—_—.—_------_____--------- —_--------- --------- --------------------------- ------ New Building ----- _------------------- -------- Remodeling--------------------------- Addition ---------- --------------- Repairs -------------------- --_-- No. of Stories -----_ -------- CLOSETS BATH SHOWERS LAVA- SINKS SLOP LAUNDRY URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES TUBS TORIES SINKS TUBS CONTR. LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR , DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER,.' WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Tank------------------------------------- Type of Tank ----------- -------------------------------Capacity Gals. Feet of Drain Tile ---- ____-______-------------------- Dist. Feet of Tank or Drain Field from Well __—--------------- _.______--_--_____ Nature of Water Supply: City —Well ..__--_---------------- — ------------- ____-Size of Soakage Pit. Pi < Amount of Permit $--- -- — — — — __—_ (Signed)— �— Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as aye 1 required by the Act. The under signed agrees to employ only such sub -contractors, on work to be performed under this permit, licensed by Miami Shores Village. (Signed) -- ---- — -------------------------- — ------------- Master Plumber. STATE OF FLORIDA, as. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared— -- — — --- -- ——------ ----------------- ----------------------------------------------------------- ----- — ---- -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ------- __—_—_—---- — --------------- —_________—__-__ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ------------------------------------------------------------------------------------------- ------------------------------- My Commission Expires Notary Public, State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No_--!" ----------------- — Date__ —__. -- -- � -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other-O structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address ------- —------ ------___. Street -----------___-- Registered Architect and/or Engineer Employing Plumber's Name , Location and Legal Description Lot_— ------ —_—___.________Flock_--_._... _ _ —__ Subdivision__.---_--_---_..—_ Street and Number where work is to be performed—No.____—;'__:_._—___—_:__J State work to be performed and purpose of building (By Floors) ------------ __—_.___-----------_------_-------------------____-- New Building—__—^____—_—_ Remodeling__—__________________ Addition --- _--_-------- _------- Repairs -------------- No. of Stories.----_____.. CLOSETS BATH SHOWERS LAVA- SINKSSINKS SLOP LAUNDRY URINALS CATCH FLOOR DRINKING TOTAL FIXTURES TUss SINKS Tuns BASIN DRAIN FOUNT'NS CONTR. LIST CHECK SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Tank _____._—__—._ Type of Tank _______..______________ —____—__—______Capacity Gals. Feet of Drain Tile______________ __—__ Dist, Feet of Tank or Drain Field from Nature of Water Supply: City —Well ------- ___— ----------- — ------ _—______________.Size of Soakage Pit. A Permit t o f ----__ _ _-- ---(Signed) moun_---- - _ Plumbing Inspector.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub -contractors. on work to be performed under this permit, as are licensed by Miami Shores Villatte. (Signed) ----------------------_----- Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. as. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared-- --- -- ---- —_ __--_—_ -- —_ — --- �.�— -- —_— — --- ------ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the _______----------- -- ------ —________-_—___—__ of the above described construction, that be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ..r.......................... ........................................... ................. My Commission Expires Notary Public. State of Florida NOTE: A re -inspection fee of $1.00 will be made when such re -inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Pcrmit No .... _...114,1 / Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shares Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances M Miami Shares Village and all rules and regulations of the Building Division of Miami Shores Village shall be compiled with. whether herein specified cc not. A copy of approved plans anal specifications must be kept at building during progress of wort{. � � A, � o �/} �°��['- . 5�) _Street.✓/ Owner's Name and Address. ._ N . ...._.._.. .._.._. ... Registered Architect and/or EmpIging Plutttbor's Now Ha.......�...��..- Location and Legal Description Lot+ f Block ubdivWon _� p Street and Number where work is to be performed -No.- ' 0 $ - = -- -'f ...... .�yv�5__ V 'l-� �.. � �: ��3G`✓y- `i _mot,. /' State work to be performeg and purpose of building (By 1:looss)-�--_.—�__. _... �4 a'..-�.--=--------._.....- - ---•- fig i'< New Buildin .._. Remodeling Addition_..___ —_... Repalrt ._..._.........._.. . No. of Stories.. .... CLOa[TG BATM TYOa eMOW[Ra LAVA• TORIIa ar{MKa SLOP SINK11 LAUNDRr TVaa URINAu CATCH eA[IN FLOOR DRAIN DRINKING FOYNT•Na TOTAL FIKTYR[a CONTR. UsT CHICK I SEPTIC TANK B[MI[R COMM. DRAIN FIaLO SOAKAGI PIT GR[Aa[' TRAP SOLAR D[V WATCH WILL arNKLR. eTaTIN lawwo POOL CONTR. Liar-� CHICK Sim Septic Tank I w l yp0 or i an: may..-;_ _. - I- � -...1eaVRiacr .,Raa._�.Jy , - /.,y+ s• Feet of Drain Tile ------ Dist- Feet of Tank or Drain Field from WeU__— Nature of Water Supply: City -Well --- _.Size of Soakage Pit_ ._... Amount of Permit Plu <"h+f Insp. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations .ran employer of labor under the Florida Workmen s Compensation Act, being Section SM, Compiled General Laws of Florida Permanent Sujklement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employedAy him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act The undersigned agrees to employ only such subcontractom on work to be performed under this permit, as are licensed by Miami Shares Village. _ (Signed)--...._ ...... .. Nester Plumber. STATE OF FLORIDA. l COUNTY OF DADE. Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me fins duly sworn. upon as& deposes saysis the--__ .._.._.�.__.. _ _... _._..---...._.. ------- of the above described construction, that his has oarefullY read tLa fo esd that be did d the same, and that all fads therein by him stated are true. My Ccmmisdon Espies Notary Public State of Florda NOTE: A nWaspedion fee of $1.00 will be made whim atsalr n4aveotlatr Y asde•aeaasar3 by Isa1ro10 notice for lowntlen, or llarlty material and/or wmr➢®aoahip. W MIAMI SHORES VILLAGE, FLORIDA ,UILDING DATE G 194.� -LECTRICAL PERMIT N° 5588 Contractor's , {� v� License No. 'LUMBING Work to be performed under this Permit ; )weer of luilding — - - - --- . rchitect :ontractor r Builder .egal )escription ,ddress of t.,;1A1T%11 i Lot t Subdi- vision Value of Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- ation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any lans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked t any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this ermit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the oLSUnances and 3gulations pertaining to the work covered hereby whether shown on the plans or Asawings or in the statements or specificatio$ad that he umes respon- bility for work done by his agents, servants or employees. ; � ;` `1 : `'. W r ' Signed: - t„' � ,�' ,�•► ..::� � By - 6 a INSPECTOR in consideration of the issuance to me of this permit I agree to perforn., the work covered hcieunder in compliance with all ordinances and regulations ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. •� a5pepling this permit I assume responsibility for all work done by either ,may agent, servant or employee. Orl- CO A OR OR BUILD Y AUTHORITY MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT / Permit No...1=L �'�/ Date..._V� [ 7 Application is hereby made for the approval of the detailed statement of the pions and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, aD ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether has+eia specified or not. A copy of approved plans and spetificatim must be kept at building during progress of work. ` Owner's Name and Addreu_J.. _6 0 I "0 6J ,. — N 0 N — Street. Registered Architect and/or E -�� r. ........ 607 F.stployial3 Plumbor's NName-1._--i 9. � T(G , o..... . 11ritM.�....m._.:....�......�....��.._ Locatian and Legal Desctlption Lot- Block . Subdivision — Sired and Number where work is to be performed -NO. - State work to be performed and purpose of building (By Floan)--..-_-___.-..---- —------...__._---._..................._ New Building..—. ___-......_.. Remodellag—._._. Repairs. ...... ... .......... _-_ No. of Stories. . - - .... CLOGaTG BATH SHOWaRa LAVA- TORIta a1NKa SLOP a1N%s LAUNDRY Tume URINALS CATCH oAGIN FLOOR DRAIN DRINKING FOUNT'Na TOTAL FIKTYRas CONT%. LIST CHIC% So -TIC TANK SawaR CONN. DRAIN FI19LD SOAKAG9 PIT ORCAia• TRAP SOLAR NEATER Dear WALL SPRKLR. SYSTRU awswe POOL Comm LIrT C14 Size Septic T■ 11- Type of Feet of Drain Tile °'� `� �"* Feet of Tank or Drain FW from Well__ — ----_ --—.---•- _-- Nature of Water Supply: City -Walla - -_Size of Soakage Pit _............ _ �• �! ?� .. _ _ — (Signed / er Q t► r--..........._ .......... Amount of Permit i--- L bi ....... inspector. - Plumbing lnspeMor. The undersigned applicant for thb building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement. and Iles com- plied with the provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are requlred by the Act. The undersigned agrees to employ only sueb sub -contractors, on to be performed under this permit. as are licensed by Miami Shore, vulage. �iw. ( Signed) C 'ice l.i _`_ ._Muter Plumber. - STATE OF FLORIDA, sL OOUNTY OF DADE. Before me, the undersigned authority. a notary public, duly audmized to administer oaths and take acknowledgments, personally appeared tome well known. and who, being by me fiM duly sworn, upon a&&depoaes and says that he isthe_—.._...-.--•.----__-. - -...—._._....._.. .... _.. of the above described construction. that be has cuvfteld read the regains applicatioi% and that he did sign the some. and that an fads tbereia by him stated are true. My Coasndssioo Ezpinr Notsay Pubho, State of Florida NOTE: A re4aspection fee Of $1.00 will be m.da whm mob w4upown U ssedst-wowasy by 1- j apex nodw for Isivection. ar bmkY materials and/or wo&nanahip. BUILDING ❑ ELECTRICAL ❑ PLUMBING Q ROOFING ❑ EJ Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building _ MIAMI SHORES VILLAGE. FLORIDA PERMIT N° 5339 DATE 19 S Contractor's License No. t Work to be performed under this Permit . Bl. Subdi- vision Value of 1 : Amount of Project $ ' ' Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be ;evoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and- that he assumes responsibility for work done by his agents, servants or employees. 7 Signed: BY: 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 c*orn' y w e plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I 'assume ' responsiolity f 11 work done by either, myself, my agent, servant or employee. CONTRACTCR OR BUILDER - BY AUTHORITY 6 BUILDING ELECTRICAL PLUMBING Owner of Building Architect-- Contractor or Builder. Legal Lot MIAMI SHORES VILLAGE, FLORIDA DATE x 194_1X__ PERMIT N° 2143 Contractor's License No. Work to be performed under this Permit--- Bl. Subdi- vision Address of "'Ww Value of Amt. of .•�+ ,t (J _'� •'' Project Permit Building ` f This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawingi in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. - , Signed: f By 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 regula. tions pertaining thereto and in strict conformity with the plans, drawings, statementi or specifications submitted to the proper authorities of Miami Shores Village. In accepting t4is permit I assume responsibility for all work done by either myself, my agent, servant or employee. `i Afi✓ CONTRACTOR OR BULL BY AUTHORITY .S NIJANII-DARE COUNTY MIAM6d417E '+ r, PRODUCT CONTROL SECTION ® ry ; 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexov/economv Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RCR -Product Control SectLm: wte used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictiort(Aull • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrZ:t.(;Qntrol ROOD; (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rigbLUllave this . product or material tested for quality assurance purposes. if this product or material fails to perform "the accwed . manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rewJw,ihodify;o?..' suspend the use of such product or material within their jurisdiction. RER reserves the right to I'evalathis acceptnpge, if it is determined by Miami -Dade County Product Control Section that this product or material W sto meet fie.,. • requirements of the applicable building code. ' • •"• • This product is approved as described herein, and has been designed to comply with the Florida buitairig Coda • • including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Malibu Concrete Tile • • • 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 renews NOA No.15-0223.19 and consists of pages I through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:16-0314.07 Expiration Date: 10/05/21 M1AMI•DADECOUNTY Approval Date: 06/16/16 "'' ' (Pn Page I of 7 fQ Y ROOFING ASSEMBLY APPROVAL Cateeory• Sub Category' Material: I. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment jigged system. 2. PRODUCT DESCRIPTION: • • • • • • • • • • ...... . Manufactured U Applica Dimensions Test Product ... • • • Specifications DeserintiQrl • • Malibu Concrete Tile Lenght = 17" TAS 112 Low profile, interlocking, high pmsure extrYdtid tile equipped witlr40ee nail line . Width = 12 %z" Thickness='/z" Type 1 b concrete roof Class III and double roll ribs. For divedi dock or battened nail -on, mortar or adhesive set app;ications� • • • Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof piecas for ie a t • Width = varies hips, rakes, ridges and valley terminations . varying thickness Manufactured for each the profile. 2.1 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Report Date PRI Construction PR106178 TAS 112 08/23/06 Materials Technologies Redland Technologies 7161-03 ft Testing Dec. 1991 Static Uplift Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Rea 1991 Appendix 11 TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland "technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.:16-0314.07 Expiration Date: 1010512) MIAM4DApECOUN11 "'' ' ® Approval Date: 06/16/16 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida MIA WDADE COUNTY ® ..... Letter Dated Aug. Wind Tunnel Testing 1, 1994 TAS 108 (Nail -On) 224-47099 Physical Properties TAS 112 25-7094-1 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-7 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) 25-7094-4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Project No. 307025 Wind Driven Rain Test ##MDC-76 TAS 100 25-71834 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) 25-7183-2 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) 25-7214-2 Static Uplift Testing 25-7214-6 TAS 102 (1 Quik Drive Screw, Direct Deck) (1 Quik:-Drive Screw, Battens) 528454-2-1 Static Uplift Testing 520109-2 TAS 101 Evaluation Two Patty Adhesive Set System Calculations Evaluation 25-7183 Calculations Evaluation 25-7094 Calculations Evaluation 25-7496 Calculations Evaluation 25-7584 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 Calculations Aerodynamic Multiplier Calculations Restoring Moment Due to Gravity RT1211.03-15 TAS 112 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 "0(3ct' 1994 ...... '..FW 1995 : •'..' ...... .... .. .. .. • -WV. 1995 • . .. . .. . March, 1999 . . • 0 • Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 12117/ 15 [VOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.I herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION .:0:90 00 00 4A Eagle Roofing Products LLC Malibu Concrete Tile and its components shalthl§talled in Strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.0" .... . .... .. 4.2 Data For Attachment Calculations ...... . . •• •• •• • Table 1: Average Weight (W) and Dimensions (l x w) • Tile Profile Weight-W (lbf) Length -I (ft); . Width-w (ft) Malibu Tile 9.5 1.417 1.84 • Table 2: Aerod namic Multipliers - I (ft3 Tile 7. (W) ift3) Profile Batten Application 1 Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-lbf Tile 3":12" 4":12" 5":12" 6":12" 7,':12" or greater Profile Malibu Tile Battens Direct Battens[Direct Battens Direct Battens DirectBattens Direct Deck eck Deck Deck Deck 6.30 6.65 6.21.54 6.08 6.41 5.93 6.25 5.77 6.08 NOA No.:16-0314.07 Expirntion Date: 10/05/21 MIAM1•DADECOUNTY Approval Date: 06/16/16 ' Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-.": • • for Two Patty Adhesive Set S stems 0• Tile Tile Application Mintmujnjkttachment Profile'Resistanc • • • Malibu Tile Adhesive 26.13 • • • 2 See manufactures com onent a roval for installation requirements. 3 The Dow Chemical Company Tiletiond Average weight per patty 11.4 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. Tile Profile bu Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Sin le Patt Adhesive Set S stems Tile Application Minimum Attachment Resistance ICP Adhesives Polyset AH-160 ICP Adhesives Polyset® AH-160 4 Large paddy placement of 54grams of ICP Adhesives Polyset® AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH-160. 86.61 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Mortar Set S stems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set' 20.60 1 Tile -Tile Roof Tile Mortar. NOA No.:16-0314.07 Expiration Date: 10/OS/zl MIAMI•pADE COUNTY Approval Date: 061/6/16 Page 5 of 7 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE��' .••.400000 • FLORIDA ON UNDERSIDE, Or TILE) •••••• • •• •• •••••• (LOCATED • I • • V •••• • •• ••••• OR • •••••• •••• ••••• •S •• •• • Soso** • EAGLE FL :•0900 (LOCATED ON FRONTSIDE OF TILE) MALIBU CONCRETE ROOF TILE LABEL, SUNIMERVILLE PLANT NOA No.:16-0314.07 Expiration Date: 10/05/21 M1AMIOADECOUtJTY Approval Date: 06/16/16 LUARP ' Page 6 of 7 0 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AH.I or applicable Building Code in order to properly evaluate the installation of this system. MIAMIDADE COUNTYIM NAIL HOLE II PROFILE DRAWING AlALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 7 CO A11 NII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, ]Zoom 208 DEPAI2TA7.ENT OF REGULATORY AND ECONOMIC RESOIJRCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 - NOTICE -OF ACCEPTANCE (NOA)- ,_ ._ Ww"W"'. ni i4prid A c.etly econan»' GAF 1 Campus Drive Parsippany, NJ. 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ma*r"s. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Piodgat Gontrol•SMlon to bar • • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdidbn (OAHJ). • • � ; • 00 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.Prpuct CogVol Section ; • • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve fkr.ygllt to hive tj�s'produPL... or material tested for quality assurance purposes. If this product or material fails to perform."t w acceptedmanner, tiv.;.. • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, "fy, or suspalid the use...... of such product or material within their jurisdiction. RER reserves the might to revoke this aooer4Tnce, if it is - determined by Miami -Dade County Product Control Section that this product or material f tils to meet tho regnirements• • • : • of the applicable building code. � • This product is approved as described herein, and has been designed to comply with the Florida Building including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: EnergyGuard"'RH Polyiso Insulation and EnergyGuard"' RH HD Polyiso Insulation 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 renews and revises NOA# 13-0603.18 and consists of pages I through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0616.11 Expiration Date: 01114120� Approval Date: 11/06/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeory: Roof Insulation _............_Materials: — _._ _ __._Polyisocyanurate TYPICAL PHYSICAL PROPERTIES: Product Property Test Method Typical Result EnergyGuard " RH Polyiso Insulation and EnergyGuai-C RH Tapered Polyiso Insulation Density ASTM D 1622 2.0 lbs./fC 20 psi Compressive Strength ASTM D 1621 24PSi •. Water Absorption ASTM C 209 Lass•than 1 %bVvalunie" Moisture Vapor Transmission ASTM E 96 Less than one l) perm Service Temperature a JQ0* F +250' F Max Surface Burning Characteristics 4" Foam Core Max.) ASTM E 84 Flwespread:. . V •iimakt Develo ed:' 41Q. Product Property Test Method q'N ltital Resuk• • • • EnergyGuard"' RH HD Polyiso Insulation Density ASTM D 1622 4.8 lbs. ft' Compressive Strength ASTM D 1621 11 •1i9P - Water Absorption ASTM C 209 '. L'es: than I O"b3i volum • • Moisture Vapor Transmission ASTM E 96 Less tlian bie(j I perm Service Tem erature 260' F Max Surface Burning Characteristics (4" Foam Core Max. ASTM E 84 Flatnespread: 40 Smoke Developed: 125 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Numerical ratings as determined by ASTM Test Method E 84 are not intended to reflect hazards presented by this or any other material under actual fire conditions. MANUFACTURING LOCATION: 1. Lake City, FL. NOA No.: 1.4-0616.11 Expiration Date: 01/14/20 Approval Date: 11/06/14 Page 2 of 4 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Exterior Research &._Design,_ L.L.C. Physical Properties 03190.05,04-1 5/24/2004 Factory Mutual Approvals Class 4450 3009425 6/13/2003 3019743 6/ 15/2004 3021539 4/27/2005 ASTM-E84 3018331 8/30/2004 ASTM-D 1929 3021560 8/31 /2004 Fire Classification 3016355 .941.5/2004 Underwriters Laboratories Fire Classification R 18846 • • • • 4/15J2003 •' Fire Classification R 18846 • • •: • • • • 47142003 ...... Intertek ASTM E84 100114954SAT-0 :6 . • 6%8/2010 Architectural Testing ASTM E 84 ..•• C0374.02-121!�h • • . .. ••••• • • 6j2 �/2012 ..... .. .. .. . ...... Trinity ERD TAS 110 C42950.02.14-1V-1k: ; 416/2014 •• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLIUAwr ; • • • •; • • • Tradename: EnergyGuard'"' RH Polyiso Insulation and EnergyGuard"' RH Tapered Polyiso' Insulation Thickness: O.S" - 4.0" (12.5-102 nrm) BoardSize(s) 4'x4'(1.2x1.2in) and 4'x8'(1.2x2.4in) Core: Polyisocyanurate foam Facers: Fiber reinforced facers Decks: Concrete, Cementitious Wood Fiber, Steel, Wood, Lightweight Concrete, Gypsum Special Application: 'Papered or flat boards. Multilayer systems to a maximum thickness of 12 inches. See specific Roof Assembly NOA, and RAS 117 for specific system approvals Tradename: EnergyGuard7"{ RH HD Polyiso Insulation Thickness: 1/2" (12.7 mm) Board Size(s) 4' x 4' (1.2 x 1.2 m) and 4' x 8' (1.2 x 2.4 m) ore: Polyisocyanurate foam Facers: Coated Glass Facer Decks: Concrete, Cementitious Wood Fiber, Steel, Wood, Lightweight Concrete, Gypsum Special Application: Flat boards. See specific Roof Assembly NOA, and RAS 117 for specific system approvals. NOA No.: 14-0616.11 Expiration Date: 01/14/20 Approval Date: 11/06/14 Page 3 of 4 COMMENTS AND .LIMITATIONS: 1. hoof assemblies are approved under specific roof cover's Product Control. Notice of Acceptance. 2. GAF products may be used with any approved roof covering listing a specific GAF product as a component part of a roof assembly Notice of Acceptance. If a GAF product is not listed, a request may be made to the authority having jurisdiction or the Miami -Dade Product Control Office for approval provided that appropriate documentation is provided. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6.1 G20-3 of the Florida Administrative Code. d. Fire classification is not a pact of this Notice of Acceptance. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifi*ble mar%*%# of the ...... manufacturer's name or logo and following statement: "Miami -Dade County ProductEonfrol Apjxove(Y' or the Miami -Dade County Product Control Seal as shown below. • • • • • • • • + • • • • • • MIAMbDADE COUNTY 0 4, • • • •• •• •• • •••••• END OF THIS ACCEPTANCE • • • •: • . .. . •• • • NOA No.: 14-0616.11 Expiration Date: 01/14/20 Approval Date: 11/06/14 Page 4 of 4 VO RWSyslem Section D Tile Roof System Roof System Manufacturer: I EAGLE ROOFING PRODUCT LLC ...... Notice of Acceptance Number (NOA); /4�-49 /7 r O7 • • • • • • • Minimum Design Wind Pressures, if Applicable (from RAS 12T or Calculations): • • • • ...... .... P is P 2: -68.1 P 3: -10Q.7 .. • .. • • .. • 26.1 • Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (n1a) In tQa text bob. • • • • Deck Type: yw _ • • • Roof Slope: EEi '712" Roof Mean Height El ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy !CP Rc�ht'�1vB Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: --3" face 2 g _ Drip Edge Material Type;—Galvinized Metal— I Drip Edge Fastener Type: 1-1/N' RS NAIL 4" OC Hook Strip/Cleat gauge or weight Select Hook Strip -- Optional Insulation: �'01�15G 9 NSC.>1�ToN J Optional Nailable Substrate: NA _ Optional Na[lable Substrate Attachment NA Basesheet Type: ASMT FELT 30# D226 Fastener Type for Basesheet Attachment: 1.1/*' IRS NIAL & TIN CAP 1-58" Tile Underlayment (Cap Sheet ) Type: zgo Tile Underlayment Attachment Method: �Y i1/IaA �sp`ia ff Tile Profile: _ EAGLE M LIBU CONCRETE TILE 0 Section S 0000 Section E (Tile Calculations) �.• '.+..' ..,.,, • • • • Method 1 "Moment Based Tile Calculations Per RAS 127" • • • • • • .. • . , . , . „ • ••••,• • • For Moment based Cite systems, use Method 1, Compare the values for Mr with the values from Mt If thew Values are , , , • greater than or equal to the Mr values, for each area or the roof, then the the attachment method is acceptawo.. • , , • *too* a • .••••• •••, a•••• P 1: 39.1 x t 0.282 W 11.03 - Mg: 6.65 = Mri: 4.38 5 26.1 NOA . • • . t*l: 12 66 5 26.1 NOA Alf • • • p 2: fi8.1 x t, 0.2$2 = 19.20 . Mg: 6.fi5 = Mr2: P 3: 100.7 X 0.282 = 28.39 6.65 = Mr3: 21.74 5 28.1 NOA Mi • • : • . , • ; „"; - Mg: • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. if the F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. =x ===-W;=== xcoso:�=Fr1:=5=NOA F' P1: = x 1: == �—"�'j w: P2:=x1:�=Uxw:===-W:=== xcoso:E:I=Fr2:=5=NOA F P3:=x1:=xw:===-W=== xcose:0=Fr3:=5=N0AF' Where to Obtain Information to complete tile calculations Descriptbn Symbol Where to Find P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Design Pressure Mean Roof Height H Job Site Roof Slope o Job Site Aerodynamlo Multiplier 7. Product Approval (NOA) Mg Product Approval (NOA) Restoring Moment due to Gravity chment Resistance Mf Product Approval (NOA) Mr Calculated uired Moment Resistance Approval (NOA) murn Attachment ResistanceF'Product PRequired Uplift Resistance Fr Calculated W Product Approval (NOA) Average The Weight 1 a length w - width Product Approval (NOA) Tile Dimensions a I Residential Electric ' Water Professional Classic Tankless Water Heaters The new degree of comfort:" Professional Classic®tankless electric water heaters offer continuous hot water quick and on demand for single point -of -use or multiple applications Performance Features • On demand, consistent and endless hot water • Compact and stylish with digital temperature control in increments of 1 OF ranging from 80°F to 140°F+ • 99.8% Energy efficient • Robust copper immersion heating elements with brass top increases durability and are threaded for easy replacement • Simple Installation • Digital temperature display • External controls to adjust temperature in increments of 1 °F' Applications • Whole -Home — up to 6 GPM • Water -Saver Shower Head —1.5 GPM • Standard Shower Head — 2.0 GPM • Standard Hand Sink — 0.5 GPM • Kitchen Sink —1 to 2 GPM • Bath Tub — a 4 GPM • Dishwasher-1 to 2 GPM • Washing Machine —1 to 1.5 GPM Average Gallons Per Minute (GPM) based on 2010 Plumbing Standards Warranty • 5-Year heating chamber and 1-year parts limited warranty See Residential Warranty Certificate for complete information 'RTIX-04 and RTEX-06 only show output temperature and are non -thermostatically controlled MODEL NUMBER TEMPERATURE RISE °F 0.5 GPM 1.0 JGPM T 1.5 JOPM 2.0 GPM 2.5 GPM &0 GPM 4.0 GPM 5.0 GPM 6.0 GPM RTEX-04 48° - - - - - - - - RTEX-06- 75° 37° - - - - - - - - - - RTEX-08 - 55° 36° 27° 22° 18° - - - RTEX-W (derated 208V performance) 79° 40° 27° 20° - - - - - RTEX-11 - 75° 50° 38° 1 30° 1 25° - - - FITEX-11 (derated 208V performance) - 1 56° 1 37° 28° - - - - - RTEX-13 - 89° 59° 44° 36° 30° 22° - - RTE(-13 (dersted 208V performance) - 69° 46° 34° - - - - - TEXAS - + 82° 62° 49° 41° 31° 1 25° - RTEX-18 (derated 208V performance) - 90° 60° 45° 36° 30° - - - RTEX-24 - + + 82° 66° 55° 41° 33° 27° RTE(-24 (derated 208V performance) - + + 60° 1 48° 40° 30° 24° 20° RTEX-27 - + + 92° 74° 62° 46° 37. 31° RTEX-27 (derated 208V performance) - + + 68° 55° 45° 34° 27° 23° RTEX-36 - + + + 98° 82° 62° 49° 41° RTEX-36 (derated 208V performance) - + + 91 73° 61 ° 45° 36° 30° + Temperature electronically limited setting on adjustable thermostat on front cover RTEX-04, RTEX-06 Unique Features: • External Digital Display - shows outlet temperature • Durable Copper Immersion single heating element, field serviceable • Simple Installation - 3 Foot electric cable included; Bottom 1/2" NPT water connections RTEX-08, RTEX-11, RTEX-13 Unique Features: • External Adjustable Digital Thermostatic Control with LED display (+/- 1 degree accuracy) • Durable Copper Immersion two heating elements, field serviceable • Simple Installation - 3 Foot electric cable and 1/2 NPT adapters included; Side 1/2" compression water connections •r RTEX-18 Unique Features: • External Digital Thermostatic Control with LED display (+/- 1 degree accuracy) • Most advanced self -modulation, adjust power to meet hot water demand • Durable Copper Immersion two heating elements, field serviceable • Simple Installation - Bottom 314" NPT water connections gm RTOKe0ea • • RTIQ(-f l• • • RTEX-13 •••••• • RTIX-24 RTEX-27 IN I RTEX-04 RTEX-06 .... ...... . j • « • ..0 0 4�6 0 00 - • ,a • • • • • • - • 0 • • • • • ••• •J 0 • • • e e • RTIX-3tt • • • •• • o-, Tested and certrfied by the e`•a'6 Water Quality Association cusp••' against NSF/ANSI 372 for Intertek lead free compliance. See specifications chart on back. RTEX-24, RTEX-27 Unique Features: • External Digital Thermostatic Control with LED display (+/- 1 degree accuracy) • Most advanced self -modulation, adjust power to meet hot water demand • Durable Copper Immersion three heating elements, field serviceable • Simple Installation - Bottom 314" NPT water connections s, t ATEX-36 Unique Features: • External Digital Thermostatic Control with LED display (+/- 1 degree accuracy) • Most advanced self -modulation, adjust power to meet hot water demand • Durable Copper Immersion four heating elements, field serviceable • Simple Installation - Bottom 3/4" NPT water connections PRINTED IN U.S.A. 01/17 WP .y I' 11 The r>av dqr d combrt.^ Specifications Residential Electric . Water Professional C/assk Tankless Water Heaters DESCRIPTION FEATURES ROUGHING IN DIMENSIONS (SHOWN IN INCHES) MODEL NUMBER 120V I HEATING CHAMBER kW AMP8 RECOMMENDED BREAKER SIZE VOLTAGE RECOMMENDED WIRE 81ZE (CU) MIN, FLOW (GPM) MAX. FLOW (GPM HEIGHT WIDTH DEPTH WATER CONN. SHIP WEIGHT (LBS.) FTr -04 1 3.5 29A (1x30)A 120 10 AWG 0.3 4.8 5 7/8 10-7/872-W471/2 PT 4.5 FITl7( 08 5.5 29A (1x30)A 220 10 AWG 0.3 4.8 5 7/8 10 7!8PT 4.5 RTEX-08 8.0 33A (1x40)A 240 8 AWG 0.3 4.8 12-5/8 8-1/4 3-W8 12 OF 7 RTEX-08 (derated 208V performance)' 5.8 28A (1x40)A 208 8 AWG 0.3 4.8 12-5✓8 8-1/4 3-5/8 12 CIF 7 RTEX-11 11.0 46A (1x50)A 240 6AWG 0.3 4.8 12-5/8 8-1/4 3-5/8 1 • 8.5 RTEX-11 (derated 208V performance)- 8.2 29A (1x50)A 208 6 AWG 0.3 4.8 12-SM 8•I/4 a3-5/8 1/1"• 8.5 RTD(:�13_ 1 13.0 64A (lx60)A 240 8AWG 0.3 4.8� �2-5/8� &1�4•_ 5/8 _14ftF• 8.5 J RTEX-13 (dersted 208V perfomrence)'' . r RTD(-18 -10.1 18.0 49A 76A --(1x60)A •,; .fie (2x40)A 208 240 8AWG 8 AWG 0.3 0.3 4.8 7.0 12-5/8 18-1/4 8•it4• 14f/2 5/8 c... •3+12 1/2%t - 3%T • 8.5 •14.78 FITEX-18 (derated 208V performancep 240V' 3 HEATING CHAMBERS RTEX-24 13.3 24.0 64A 100A (2x40)A (3x40)A 208 240 8AWG 8 AWG 0.3 0.3 7.0 7.0 18 1/4 18-1/4 14- 1 - 3 12 3-12 N 314 14.78 17.8 RTEX-24 (dersted 209V performance)' 17.5 84A (3x40)A 208 8 AWG 0.3 7.0 18-1/4 1 3a12 314 NPT 17.8 RTEX-27 27.0 112A (3x40)A 240 8 AWG 0.3 7.0 18-1/4 17.9/8 3712 3; 6191• • 17.8 RTEX-27 (derated 208V performance)' 20.0 96A (3x40)A 208 8 AWG 0.3 7.0 18-1/4 1 ir5/8 3r12 3/4 NPT 17.8 RfEX38 36.0 150A (4x40)A 240 BAWD 0.3 8.0 181/4 21-5/8 3-1/23/4NPi 22.7 RID(-38 (dersted 208V performance)- 26.6 127A (4x40)A 208 8 AWG 0.3 8.0 18-1/4 21-W8 3-12 314 NPT 1 22.7 '240V units can be used on 208V single phase with 26% reduced terlperatur• output. Please note per UL standards the rating plate and installation Instructions wit all be according to a 240V applied voltage. Check with local officials prior to derailing the electrical infrastnwture. Product Rated Pressure 25 PSI min., 150 PSI max. Specifications Certifications ETL Listed to UL 499 and CSA (all models) SUL Temp. Settings 120°F (Adjustable 80°F-140°F) Temp. A -racy +/-1 ° at steady state flow Tum-On 0.3 GPM Optional Inline Flow Regulator • Enhanced outlet temperature control • Install on the outlet side of the heater • Limit maximum volume to the specked flow rate to ensure exiting temperature is within an acceptable range • Flow Regulators for 1/2" and 3/4" plumbing connections • Flow range: 1 to 5 gallons per minute RHEEM PART NUMBER GPM RATING OF INSERTS PROVIDED CONNECTION SIZE RTE10001A 1.0, 1.5, 2.0 12' NPT RTE100018 2.0, 3.0, 4.0, 5.0 3/4' NPT Suggested Specifications Unit shall have copper dad immersion heating element(s) with brass terminations for increased durability. External temperature control and display adjustable in 1 ° increments with a range of 80°-140°F. Display shall be capable of displaying setpoint temperature in Celsius or Fahrenheit temperature scales. Unit shall utilize a flow meter with a 0.3 gpm activation point and manage power based on actual flow rate and inlet temperature. Values should be processed 60 times per second. Unit shall be WQA certified lead free, certified to UL499 and CSA22.2. Suggested Sizing Guide COLD CLIMATE (INLET TEMP. 35-46°F) WARM CLIMATE pNLET TEMP. 50.80°F) HOT CLIMATE (INLET TEMP. 86-76°F) RTEX-04 WA WA WA RTEX-06 N/A WA WA RTEX-08 1`177E10001A FIE10001A RTE10001A RTEX-11 FITE10001A RTE10001A RTE10001A RTEX-13 RTE10001A RTE10001A RTE10001A RTEX-18 RTE100018 RTE10001B RTE10001B RTEX-24 RTE100018 RTE10001B RTE10001B RTEX-27 RTE100018 RTE10001B RTE10001B RTEX-36 RTE10001B RTE10001B RTE10001B Selection based on inlet temperature and an outlet temperature setting of 105°F In keeping with its policy of continuous progress and product improvement, Rheem reserves the right to make changes without notice. Rheem.com lnfoOrheemus.com • Toll Free 800.374.8806 Manufacturers National Service Department 400 Captain Neville Road, Waterbury, CT 06705 IN U.SA. 01/17 WP FORM NO. TKE-101 MIAMFDIADE MUM-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cuutity RER - Product Control Section to be used in Miami Dade County and other areas wherq allpned by tht-Authority - % . Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The MiaW-VAde Coddt)? Produlf Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Vade Coun{y) reser;&...: the right to have this product or material tested for quality assurance purposes. Il J*4*�S•prodlFt*gr.rnateri#J•. fails to perform in the accepted manner, the manufacturer will incur the expense of wcb testingA"the AIU: . • • may immediately revoke, modify, or suspend the use of such product or material -within their jairisdictiou..... RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade (3o1nty Product Control - Section that this product or material fails to meet the requirements of the applicable building ccQA1;• . ; . 099666 This product is approved as described herein, and has been designed to comply:witVthe Ftdrida Building...; Code, including the High Velocity Hurricane Zone.- . * 0.0 - ' DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through I 1 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 and renews NOA416-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 Expiration Date: April 11, 2023 ClIto Approval Date: September 14, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. . . .... ...... B. TESTS • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading }OFTBC, TAS 2(12-94 ...... 2) Large Missile Impact Test per FBC, TAS 2014* ; • • • 3) Cyclic Wind Pressure Loading per FBC, TA'92W-94 :'. '. • along with marked -up drawings and installation diagram of a.V•V..0 .sliding �• s doo1.%..• 0. • a PVC fixed window and an aluminum sliding glass door, usW:.ICodispA.ce'48G TRS.... spacer system, Duraseal® spacer system, Super Spacer® NXTI.m er system and XL •; EdgeTM spacer system at insulated glass, prepared by Fenestration Testing.Laboratory, " • • Inc., Test Reports No. FTL-8717, FTL-8968 and FTIaPXCO dated. 11/16/1�... 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Orteta, T.E. (Submitted under previous NOA No.16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manael P .E. Product Contro Examiner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. • • • F. STATEMENTS •••••• •• •• •••••• 1. Statement letter of conformance, complying with FBC 51h Edfdbh (2014) •and with....: FBC 61b Edition (2017), dated August 29, 2017, issued by m j jRacturej; sj�ned anti . . .' sealed by Anthony Lynn Miller, P.E. ...... .... .....• 2. Statement letter of no financial interest, dated June 9, 2015, issiwJ by manufacturer, • • • - signed and sealed by Anthony Lynn Miller, P.E. """ ' •' 3. Proposal No. 16-0125 issued by the Product Control Section, dated karclr 09; W 16, signed by Ishaq Chanda, P.E. ' ..' : ... : • • • • ; (Submitted under previous NOA No.16-0629.21) ' G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. - A "", j � P 'it pa I/ Manuel P P.E. 6Product CantrorExarfainer NOA No.-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 . ... . • . ... .. .. . . . .. .. . . . . . ••. . . . . . • . GENERAL NOTES: SERIES 7401MPACT-RESISW CASEMENT WINDOW • • • • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WATT THE • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THII••h&Qi • VELOCITY HURRICANE ZONE PIVH4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. • • • • 3) FOR MASONRY APPLICATIONS IN MIAMl-DADE COUNTY. USE ONLY MWQ9•-DAIsE• • COUNTY APPROVED A44SONRYANCHORS MATERIALS USED FOR • EVALUATIONS WERE SOUTHERN PINE, ASTM CID CONCRETE =ONRY TS j AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1@" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.Iw THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBUrY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFL/ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFIOENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE V IDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL=CLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/d% STRESS INCREASE HAS NOT BEEN USED N THE OESIGNOF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMMR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERE2ICES: TEST REPORTS FTL-7085. 3579, 35M. 3724; ELCO ULTRACON NDA, ELCO CRETEFLEX NOA, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TARt F 1• Glow Typse Sheet # 1 5/18' Lams (1/8 An -OW PVB -118 An) 5 2 7119' Leaf MIG An - .090" SG - 3110 An 6 3 7/16' LINO 16 HS - .090" SG - 3(16 HS) 7 4 7/8' Land. IG (1W All - 7/16' Air -1J8" An - .090" PVB -1 /8" An) 5 5 7/8" Lar d. IG 1/8' T - 7/16" Air -1/B" An - .090" PVB -1/8' An 8 8 7/8' Vm. IG (3/16" An -1/4" Air - 3/18' An - .090' SG . 3N6A ' n) 9 7 7/8' Land. IG (3/1W An -1/4" Air- 3/18' HS - LOBO' SG - 3t18" HS 7 8 7/8' LarN. IG 16' T - IW Air - 3nr An - .090' SG - 3/16' An) 9 9 7/8"LaraIG 3/16'T-IWAir- 3110'HS-.09TE-3/18'HS 7 'PVB" TROSIFOL F.VB BY KUKARAY AMERK:A, WA;. 'SG'- SENTRY BY XURARAY AMERICA. INC. • • • DESIGN PRESSURE RATING IMPACT RATING IFS. • RATED FOR LARGE & SMALL &fzTS• MISSILE IMPACT RESISTANCE • VE rnr LMANAIM ASS GlAS3 STACK 1AB • • 3T WIDTH yi • • • I • �' MAX. O.C. IsIF WIDTH Ut�ER 33.478' (HEAD & SILLF)r1ERWR 4' MAX • —w B, SEE SHEET 2 (l_/ A 89' VISIBLE LIGHT HOGHT (am) 1 u MAX MAX A. SEE O.C. SHEET 2 + GLASS TYPE 1 Mr TwImm•PvI BY Kt1RWY AL6aG, INC, l r ANNEALED GLASS AW GLASS SITE MrIAMINATED GLASS STACK OR AI�ERICA, paG 311r ANNEALED ORED GLASS TYPES 2 & 3 7!r NON. T!B• NON. &'MAX GLASS STACK y1r LAMNMTED GLASS STAG( .��..JJ1 Tnt•LA"TM GlA55 STAG( I GLASS RACK O.C. I I /tl•'ANNEALED OIAA4 ^ �3MrAN1EAE004 USEANCHOR TnrN PAIR AT EACH 1'e Ap*EN JAMB IF 7BI HEK*rr IS 26' OR OVER TV C 3 B 4' MAX 14.1/r MAX. O.C. IF WIDTH is 33AYr & OVER (HEAD & SILL) 3CM VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW •t I \ !I I I I / I/ •2017 FLORIDA BUILDING CODE (FBC), STH EDITION •2014 FLORIDA BUILDNG CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSVAF&PA NDS-2016 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •ANSI SIM12 •AISC 3W10 GENERAL NOTES ................. ...._..... I ELEVATION ............ ......... .............. .. 1 GLAZNG DETAILS ._........... ...... ..... 1 INSTALLATION _.-_......... _............ 2 ASSEMBLY TUBE DETAILS ........... 3 ANCHOR SFEOFICATIONS......._... 4 ANCHOR QUANTMES.... ... .......... 4 DESIGN PRESSURES-.__....... 5-9 ASSEMBLY DETAIL.SIBOM.........__ 10 EXTRLISK0431SPACER _............ .11 A LYNN MIULM RE A90•TROSIOL•PM IWAIRSPACE, BY KORARAY wr mmm m ALERrA, INC. __T EXTERIOR 1V18'GLASS SITE �(-' SOBY KIIRAMY "CA. INC. 11 GSM LASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7@•NON GL. AsssTACK � mB•LAMNAT® CLASS STAG( altrNaExeoaR iucArsTruNcnEr® ��. ilaa —ANBeCA.INC. 3nr ANNEALED OR —HFAT4TRENOTHEN GLASS i 11/16' GLASS BITE �l1 PRODUCT REVISED ss cauPl)NDB with the Pbride Building Code GLASS TYPES 8 & 9 ^eeep.oee/ ' J . Revised By: Date: Revision: UPDATED ANCHORAGE J R 05/25/17 PER FOG 2017. E Revved By: Dole: Revision: - 6 Description: own W. GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE• FL 34275 rRle: pots (941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 COP"tQW02017 PGr •gJBmm w- Serles/Model: Scok: She: proving No. Rew. PoO" PENERV®___ CA-740 NTS 1 OF 11 MD-CA740-LM C INSTALLATION OPTION 1 EDGE INSTALLATKXN ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR 35-V ATTACHEDTO FRAME JAMB ATTACHED TO VENT JAMB WINDOW 81 HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEDTO FRAME JAMB 4r ATTACHED TO VENT JAMB 4� 38 38 TYP. ANCHOR TYPE. EMBEDMENT AND EDGE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . -A EDGE &WANCE • • • • • • • • •• • CONCRETEM _l TYP. ANCHOR � .-••+. TYPE. • • • • EMOMMEMi • •� \ \•\♦ • • OLI�TAICE PER• • • - T 3, • • •• • • • • • • • �.,,,.1 EET 9a.k1�3J ' EDGE I DISTANCE it EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY ONTO MASONRY. I/4' MAX SHIM ATTACHED TO VENT SILL BUCK WIDTH L ATTACHED TO VENT SIJ �4 VISIBLE LIGHT WIDTH (C FOR SNUBBER REQUIREMENTS, OPTIONAL ADDON ).•--SEE TABLE 4. SHEET 1. FLANGE ® HEAD, SILL s JAMBS ceF nerex JAMB I NOTES: Al. BE HARD- I 1) USE ONLY SUBSTRATE- APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ATTACHED TO FRAME 2) ALL WOOD BUCKS LESS TWIN 1I-lX JAMB THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED LOW INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. — T EDGE DISTANCE I DE APPROVED NON. ALUMINUM. EL FRAMING OR 3TEEL STUD WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A EGRESS FORMULAS: 15 WIDTH, WASH HINGE: WINDOW WIDTH-13-1/2 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/J L 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6 COMBINATION UNITS. ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT- 7 WINDOW FRAMES AT 10' MAX r — / FROM EACH SIDE OF THE FRAME ` ASSEMBLY TUBE CENTERLINE. I SEE TABLE BELOW. DIRECTLY TO SUBSTRATE. WOOD BUCKS ----1 4•s— 10MAK. DEPICTED AS 2X ARE 1-1/r THICK OR L� SEE DETAIL A2, BELOW GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPEOMY TRANSFER LOADS TO THE STRUCTURE. i WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. 1XWOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET. 1W MAX SHIM DISTANCE PER SUBSTRATE, • „ ' SEE TABLE I SHEET 4. EMBEDMENT INSTALLATION caNCRETE PER ANCHOR OPTION 3 REQUIREMENT NSTALLA1K7N ANCHORS EDGE DISTANCE THROUGH IXrwP VERTICAL SECTION B-B INTO MAASONRYONRY. DETAIL Al lnnn LYNAf :IFS; .FtomD?.• `0 /ONAL ti? '011111111W A LYNI MLLER PAL P.F-# SM rW, LI II✓ N. VENICE• FL 34275 (941) 480-1600 COv0aalrt•m11 JR Adit*o Anchom Rx9dwd an aoh Side of 0r Frem• A"ambty TWO A T Window W4�11 Awft Type A B, C i 0 1r-25.r I 1 o 2m+ I 1 i wmbw z. Anxlnr A B,C6D 17- - 250 1 1 0 2av 1 1 1 05/25/17 CHANGESNo THIS eler Revision: PRODUCT REVISED n eamplyj%wsh 8w FiNwo nui 1cepdiqglaaeco&l'Io Dxle D—ption: I Drown 9y: CROSS SECTIONS & INSTALLATION J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Sense/MooeL• Scab: 1 Shed: I OM " No. Rer. CA-740 NTS 2 OF 11 MD-CA740-LM C CASEMENT (X) WINDOW g HEIGHT WINDOW WIDTH FOR SINGLE UNITS: 1) DETERMINE YOUR WN 30W SIZE AND GLASS. 2) KNOWING ING YOUR ANCHOR TYPE AND SUBSTRATE. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS ", FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SNGLE I4INDOWS, ALL ANCHOR GROUPS' 4) DNESIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABI ES- . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... CASEA&Nt i tASE1MFiNTTXX) .: • • •AWNING / CASEMENT / FIXED CASEMENT (XXO) • • �-•10', SEE 1407E 7. THIS SH9T • FlGURL•1� • T�� • • • • • • • • • FIGURE 2: 74 SERIES 740' I i 4 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMEKT WINDOW TUBE WINDOW 1 1 AWNING AN WINDONw v -- • • • • • D FRAME • • • • • . ASSEMBLY TUBE 110', SEE NOBS 7, D THIS iPIEET \ • • 74 SERIES —CASEMENT — / / WNDOW E FRAME ` ASSEMBLY..` E TUBE / `740 SERIES FULED WINDOW\ *SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #L 12 X i' SMS THROUGH INSTALLATION HOLES MIN. Y 12 X I' SMS T}fR0"Gl" STALLATION HOLES J I N 74 SERIESFRAME 74 SERIES FRAME CASE EXiERR)R ASSEMBLY CASEMENT WINDOW 10, TUBE WINDOW EXTERIOR HORIZONTAL SECTION CC FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D 74 SERIES AWNING WIDOW FRAME —ASSEMBLY TUBE 74 SERIES jr CASEMENT WINDOW 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, 312E AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS N THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE Nat. 74 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WINDOW, AS SHOW N WINDOW DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. VERTICAL SECTION E-E TUBE MIN. • 12 X 1• SMS THROUGH INSTALLATION MOLES 74 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 LL 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3• SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. s) USING THE TABLE LABELED %V0VDOWANCHORS REQUI�' 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PM FOR MNDOWS ATTACHED 7O A VERTCM FRAMEASSSMY TUBE' OR VESIGN (TABLE 2, SHEET 4), DETERMINE PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE , DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE'nP-TO•TP. NEEDED IN THE HEAD, SILL AND FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. JAMBS OF YOUR WINDOW. 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JABS OF 6) INSTALL AS PER THE YOUR WINDOW. INSTRUCTIONS ON SHEET 2. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL. ANCHORS THROUGH THE WWHDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 21 AND THAT MIN, 812 X Y ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET} 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 6Y N LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT IV MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. AdmlmW Anctom Req*W on ewh Skit of 0n Fwnw Asw nb Tube FA a > Wtrdow Wm Anchor A 8, C 8 D 1T-25.9' 1 0 26's 1 1 t I 1 Ywmkm Nov* Arohor pe A B, iT-26.9' 1 m 26'+ 1 momc! REVISED as cctr•IYLLS'vidt dK T•Tedmt .Aeceptwce No �'•�'�'S EzpintionTlle LL. 0 $ eM o Z4 �.�`"o LYNN * ; No.5B705 RORIO►t•' i PE O U . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . TAM F r TABLE 4: PRODUCTREVLSBD ae C—oYint wd� 60 FiXidk B "1d1eg Code 1-0614.14 Acxgoence No 1 r-. yrirarioa oefe Dy �U TVB- TROSIFOL® PVB BY KURARAY AMERICA, INC. SG- SENTRYOLAS®BY KURARAY AMERICA INC. U O SAMPLE CONFIGURATIONS: = U as �- �I iX w a x x x x o J \ % e- J tL X, z a o X O tI USABLEFOWALl1NINDOVY3 PER THE ELEVATIONS SHEET 1. \1...)- N 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. O Q S Z f1 N EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/18' MEAT -STRENGTHENED, %x O x • x\ X ^ � Op LAMINATED GLASS, VP MASONRY ANCHORS INTO CONCRETE, +701-W PSF DP REQUIRED j' f ` $ O $ O a Z cASEMENTANCHORs: Y Y } 3 A) FROM TABLE 12, ANCHORS C a D ALLOW A OP OF+70l-80. NOT ~ Z B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR M� SUBSTRATE 2 DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. WITH co) co) = W $ Q C) FROM TABLE 2, 8 ANCHORS ARE REQUIRED 84 EACH JAMB. ASSEMBLY € Z CUR U TuIE o E' 8 Q U D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD a SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. Z w Or F) PER RULES ON SHEETS 2 a 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY o N TUBE SOE OF THE AWNIIG(HEAD a SILL} 10• 10• tO td 4• FIXED CASEMENT ANCHORS: "I 4• r.-I 4• z "0 5 i+ a A) FROM TABLE 111, A 34• X 81- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +701-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. SDA 1111 11! C) FROM TABLE 2A. 8 Mr04ORS ARE REQUIRED IN EACH JAMB. � t` :•• D) SIMILARLY, 3 ANCHORS ARE REQUIRED N THE HEAD a SILL 61• EI DISTRIBUTE ANCHORS FOLLOWING \ .* GUIDELINES FROM ELEVATION ON SHEET 1. 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF Fl PER RULES ON SHEET 2, INSTALL 1 \ i • � THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER ADDITIONAL ANCHOR ON THE FRAME 4• . FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL ASSEMBLY TUBE SIDE OF THE FIXED i��f�s; •-•........ 2) ANCHOR MUST EXTEND A MAOMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. CASEMENT (HEAD b SILL). I _ 28• �► 13• + 13, I�YAL IE 7�•`� 3) ANCHORS MAY BE HEXHEAD. PANiEAD OR FLATHEAD. I�fill- 4) FOR STEEL STUDS. MON. FU a 45 KSI, ON FY : 33 KSI, 34• A LYNN MRLEK P.E. PAA som IF DESIRED 0000rsr�moQmc3mrs�oa000000000000 �o©©©©o©©©o©©©o©0000©©0000©000' �o©©©©o©avwaa�ac�©oo©©oQ000000, D000000ambJlroa���arao�m000�a000000000 o©©©©o©mr�rQ�m�©o�©000©©000©000. ��v0000000v��©ovow00000vQ0000Qo �0o�0000000000000000movom000m000 ��©©©©o©©©©©©©oo©©000©0000©000 Q�0000m0000000m000movom000m000 o©©©©o©©©o©©©vo©©000©00000000 O00000m000m000m000m000m000m000 m©©©©o©©©o©©©oo©©000©©0000©©o �� om000m000m000©000©or�om000m000 ©o©©©©o©©©a©©©oo©©oo©©00000©oo �m000moon©000mmonmmoommoommoo ©©©©o©©©o©©©oo©©oo©©0000©o©o om000m000©m000moommvom�mmmmmm Oiai4 Amkor 8WWeY Mh Edge orr...Oleraw NYC 0.0. !m0 Apse Anoha PIeM Rga.e'+ 8081 AWe. 3N' sT No itt teY 8N8 (ot) A98 tteN sM• !Wt• At0• No . ss ST 61C 20 A p4, rr 9M8 � a1g1, 4108E 8MB 8. Pkr as 1• 1.a1Nr 110 Iea di .06i NO t18M sle' .Ot? 110 N. 8 1N• wfelurbw 2.t8t OrewU Lt? 4• 1-tI8' Hb Nab 818ok r T No Ikdow Blaok 2-1lt' 4 1-t/t Hb t Mrl LNntmn Hoeow T S 1�1 w c sa Cweeflee a oenmeH. r eP 1�n• No Ilotow 1IroM 2-112• 6' L1M N. 812.1M�M W18 (O8) eti12, 4708E 6M3 B. Pb 6i8' 1 1JIC r tOtLR AIm 7N• 516• .0T13' Yr A3t tkul 61T .064r Yw Aess 8 O 3, sA• !Wt' 16 r W4, MGM MS (06) aref4, 410 fi86Ma M sAf r ta18' Yw e081A A1w. 3T 6!C .OT1r Y« A96 Yr A65s Or. 3J Jamb Snubber LocatlonlM OYee .: PVB so (T;'Pw 1, 4 6 5) (Types 2, 3 a ae) or ,,� 1r la.k. Isom rld Regliod eeoll end a arc 1888 mfa O.c 1r IIIOf. torn 1r max. tam ow aefd� and 6 37 eiOlf end b Sr �• mek O.C. mk O.C. f1rwlN M8n F� MIn. F, NN Seiw @ kW 110 ke1 4p Seftw/ Wket 1f01u1 Eko LeloLbnl - 1tR kU 177 Mal 4t0 88 Elm OekeFne� 127.4 Mal ti.71W TB AMaNwa to tal kN A!t 818N >s kY M Mel 73 ktl 46 kN . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: TABLE a: 000 1) 5/16" LAMI (118 AN - .D90" PVB -1/8 AN) PROIR1r7BBvtSFD �' . 4) 7/8' LAMI. IG: (1/8" AN - 7/16' AIR -1/8" AN - .090" PVB -1/8" AN) ' 4' 'PVB'" TROSIFOL VB BY KURARAY AME=& INC. F)rc IIy - Aw rr r .wuoow HEIGHT �U ' wrNDow ' WIDTH o SEE SHEETS t d 4 FOR Lu W043MANCHOR J d Lu r- LOCATIONS AND QUANTITIES. 16 ~ •a ,p d w z S� TABLE B #UL D O e d LLI t- 04 w N o =5 0 IZ 8O $O S N O O O Z w �A O �O y4�n to U �� +' EO U A TABLE 7: FRAME Duran P� W (or WYdm AftepW b • tt F-Aw/wn* Les 10• MAX ASSEMBLY n N R YYYIdcMMldlh udw2r 2a•tal,r Y7.Y4• w 33-VI 8r 3r O1, I O WINDOW a x AndW Anchm A-hw A.VW Amhw GPa9 Mchw G-a9 Anam amw HEIGHT = � < am* Gia9 Grg9 0-9 At At At AN A5+W#-M4j+4Vl42Aj CAD A a CAD A e CAD i- I.Zyi� Ci udw2r ♦ «7a « + ♦m «m +m4D «70r43.L +m4D +7a4o ♦ 3 +7M40 WIDOW T L oz SZ 2&4VW +7a40 ,ro4D +m40 +7a1•a0 +moo ♦moo ♦7a-aD «m40 ,ia40 +m47,a +moo +7a•WANCHOR 3e,31r +7014fl +7a40 +7a40 +7a40 +.,N +m40 +7a4D +m40 +11. ♦7.- .a +?Q W ,7a40 WIDTH (4) IF RED. o u SEE SHEETS t b 4 FOR WINDOW ANCHOR LOCATIONS AND q)ANTrnES. SEE SHOT ` ``.�` ONy LYNi� 3 FOR ANY ADDITIONAL ANCHORS ♦ .r • • • • / i 77 +m4D +m472 +7a-77.7 amJ,.a +ta@.4 +aa40.aSEE SHEETS t d 4 FOR WINDOW ANCHOR REWIRED FOR THE FRAME ASSEMBLY•TUBE7r+7a1.to +7a-s6.A .7a-7a.7 Ne7a a4aD +faLL -1-wo +u7s +147a .l4ra .l4L.L .l4Ls .!-eL.s LOCATIONS AND QUANTITIES. SEE SHEET Pb.58705 +moo .7a404 +mJi.9 +aD/ 1¢ 1 H4L2 +I aN 2 .l3/.2 3 FOR ANY ADDITION LL. ANCHORS REQUIRED FOR THE FRAME ASSEMBLYlTUBE. : A VA V •;SHEET . FOR ADDITKINAL BAMFte CONFlOURATIONS. 1ONA"L� �eo"G' SHEET 4 FOR SNUBBER REQUIREMENTS. AlL14N"a�en,PEP.El6B70a o«I�vonwL• 0»,)tarSaIewma:w..Aa•Ivdar23• 2a•7s,e'nSlr33.7l1"sr•• I.dw2r ♦ro4o .ra4o+raso +ra4o +ra4o +raNeD +ra�0 2sw,r +ra4o ,ra410 +7ae0 .ro4q +ro40 «ro40 +ra403t1.3/r .ro4o.ra-0o.70I40 +ro�o+ro4o+701i0 ♦ra�o48' +ro40+ra40 +70W0�ja4Ht7Dae' ♦7a40 ,7a40 ,70l40 +701iD •4/CIO• •%D/�0 +t✓dNY.2 ti0' +ro40,ra4o+70I40 ♦raDr--♦-7t.9 tD' ,7a4o +70l-00+ra4p+tgl�t.3 �70!•76.5•+701i.7 +7�14'07t72• «ro4p +7a27.2 aaara+aaa,.s.ea-as.4-eo.o+aao.3 76• +4q+7a-7a.7 +1d7.3+!-a9.Yu-+ro4o+7aao4+7aa73 Deeipn F'reaw(pslj 6r UNndore Attached to a Vertkd F�em• Aeterrldy TubetNinow VIRdh23' 2b•ibfiT 27-914" 3C' 33.117 3S' 37'Anehor 131oup Anchor t�oup Anchordal;7 Anctlor �+pAnehor daup Anchor t,lap Anchor aa+PA BCA B CdD A 8 CiD A B CdD A B CdD A B,CdD A B,CdDundLr+701.9D +7d-9D +7014p +701-90 +7D!-9D +7G!•80 +7a.90 +7W-9D +7a-00 +7U+•90 +78/-00 +7d-00 +7a-90 +7p+9D +7Wi0 +7GI-00 +7W-90 +70480 +7QH.ta,O+7D1-0026.16118" +7W�0 +7d-90 +7(Y-00 +7DI�0 +70I-00 r7l)t4)0 +7D1-90 +701-90 +7W�0 +7Uf-00 +TW-90 +7pr.90 +7a�0 +701-0D +7d-9D +7g1.9p +7W-9D +7g6D +7�-08 +7N-009tL318" +7D1-90 +7D/•78.4 +7DN�0 +70140 +7D!8t.b +7a4b +71Y-90 +761-78 +7D1-00 +7DI-0D +79/-79 +7W90 +7p11-99+7D181.E +761 4r,moo.ro4owa4D .7owo +moo .moo .moo «7owo .7a-00 .7a40 +moo +moo++moo *moo +moo .moo .moo +moo .moo +moo +m4L2 .moos .m4D.:er ,7owo,moo+moo+m4a.a +7a4ae .m4Le,ma7.7 .m-n.7 +m-77.7 .ma4a .ma4.a .maaaar ♦m4o .7a4o.moo .m4La + .maaa .7a•7a.7 +m-».7 +m.7a7 .7aao., +ro-7a, WINDOW FRAME HEIGHT ASSEMBLY TUBE ADDRDNAL AhICHDR (4), IF REQ. --"-IWINDOW if WIDTH . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... FOR GLASS TYPES: TABLE 8: • FILODuCT REVISED • 2) 7/1(a LAMI (3/16 AN - .090a SG - 3116 AN) r oo.0yiozw thdw Flwi4A • • • 5C'� SENTRY Y KURARAY AMERICA, PC. / �Q•' • • � T?g 18 WMIDOW HEK)HT • • -I WINDOW F- a U • W®7H • E SHEETS t a 4 FOR -j WINDOW ANCHOR Hn d LOCATIONS AND QUANTITES. J LlJ vi c U � a W Z� TABLE 9 ' Oaaipn Ptaaama HPM M WBdo•a A•slwd to a Vyd Frmna Aaa4MMy TW* .p ? C7 a 0 m WYde. Width W m velar 2r 2s-isHr n�I4' 30' ssvr x' 3r a 0 Anchor OOIP AnchorO o AnchorOiap Anchor Olay Anctorotap Anchor dw9 Ancta Oocp 1- N A B C D A B CaD A B CaD A B C D A a C D A B C D A B C D ui U, ft2r +moo +m4D .m40 +m40 +m40 +70460 +m40 ,m40 +m40 +m40 +7N-9t1 +m-00 +mi0 QV40 +?" +m-00 +mi0 +m-00 +miD .m•W .76�-9D .7tYi0 .mi0 .7diD ,7GW0 .7G•0 N E Z 28•,ab,r +m4O +m4D rm40 +m-f0 +m40 +m40 +m4D .70140 fm40 +moo +m40 rm40 +7W-W .m40 +7W40 +m40 +ra40 +moo +m4D +7W40 +7Oi-YD .m40 +m-00 +m40 fm4D .m40 x O $ O Z N 38ffi8` +m40 +m-78A +m4O .m40 +m40 +miD +m-00 +m40 +7WAD +7940 +m40 +M40 +m4D +m40 +m40 +m40 +70Fe0 +7W40 +7N40 +m40 +701-W .7W40 +m40 +70&W +m40 +7OI40 5 48• .m-7b.2 +/4,.1 +7W-71, +m40 +mia4 +moo +M410 +m-78.8 +m40 +m4D +m•73 +moo +7OI40 +m4O +701.7E.S +7W40 .m40 .moo ,m-7&1 +70M +70140 +7W40 +704L* f701-80 +m4D +7oFeO W SD-W +m-72.3 +147.• N-0•.3 +7W40 +m40.1 +m40 +7W40 +m•74.8 +7W40 +701M +/40.2 +m4e.7 +70I4o +m4D +m-74.4 .m40 +M-00 +m40 +70F71.2 +7W40 +m40 .70140 +m-7S.6.7"S +m40 +701-BD a Z g W +/4, N.N.e ./-88.5 +7W40 .167.5 .70/-88.8 +m40 +/4LI +m4, +7W4D +/48.4 +m74.8 +7W48.8 +7Of4D +/428 +7W4&9 +m40.3 +mi0 ./4Q, +m20.2 +m40 +70MM N4a3 .7W M9 .m40 +7014D W Orr N•48.5 +F,br .7 +m40.7 +/44.3 +70Oa2.b +m40 ./401 +m77., +m40 +/.30.6 .m-71.3 +m413 +m4O N40.8 .7W78.8 .701.70.E +m40 ./47.2 +m-78.4 +7b-90 +7W40 +Alt .m-TL9 +m4Rb +7D1-So Q Q Z_, n' N � .20 W aQ ASSEMBLYFRAME 0 € •4 LU e C0 ,o wx -+-� r TtNBE TABLE,O: w WINDOW HEIGHT H oNo m WlIDOW FRAME r M N HBOHT Ats'86e1LY O �+ + • IS i T118E WIDTH ANCHOR z U 5 10' IMX (4). IF REQ. u 2 v tt o SEE SHEETS 16 4 FOR W WDOW ANCHOR o °'- AOD1TION HL LOCATIONS AND QUANTITIES. SEE SHEET o = (4 OR 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. `�t rr" wow iY lYNly �j/1� SEE SHEETS 1 a 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET. •'p 3 FOR ANY ADDITIONAL ANCHORS * : No. 58705 •: REQUIRED FOR THE FRAME ASSEMBLY TUBE. I/,- OF NOTES: /G1N1 AI ,EN t) SEE SHEET 4 FOR ADDf MAL SAMPLE COlFXRMTIONS. A LVM7tAkaat. P.E. 2) SEE SHEET 4 FOR SNUBBER REQHAREAIENM. P.E.A 50M Degphl PI.wIa. @eA gslrra Wkwdlra. Al AlR4K • • ii • • • u10ar 23• 2Si5/,8' 273/4' • 90' 33-,/2' • • 35' • Jr • uhdu 23' +9p-,90 +9Of-130 +BD�-130 +901-t3O +901-130 +8W-,3D +88/-130 25-tE/,8' +881-130 +90/-73D +BBi-130 +9M-i3O +9Dr-120 rYp-190 +801-170 3H.Tlb' +GDI-790 rYN-130 WUI-130 +BON- t48'BDI-13D.80N-130+9DI-i90+COf-1'JO•*YDYWO•138soars^Br-uo+DDL,3os0-30so�+eor-,so.aa-,3o•BB�,3o.sID�.,3q.aDl�3D3otD' +YN-190 +YDi-t30 +BD�-13D +e?-},!030.iW-,30 mr?, +BW-130 +80/-,30 +YN-12C.7 /3.876,80f•t3O +8d-i3D +98V-1� r8N-,24.1 7.8 6/' +901-130 +981-130 +9W-13D +WI-,30 +8N-t10.4 pwip� Preaus Wa8 dNbdowe At1aG.d,o a ) Frrro Aaaribty Ti6a VJiM RWhdpr odor 2r 29•,d16' n-a4• 3E' 3}1? 33' 3T Anchor Anent Aroly Andnr AncnotO�p A . . ... . . . ... . . ... . . . . .. . FOR GLASS TYPES: TABLE 11: •• • T>RooIICT BEVTSFn " LAMI (3/16 HS - .090" SG - 3/16 HS) aca.'I - .rmm4Fim" • 7) 7/8" LAML IG: (3/16" AN -1/4" AIR - 3/16' HS - .090" SG - 3/16' HS) A° 0.0 9) 7/8' LAMI. IG: (3/1(" T -1/4' AIR - 3/16" HS -.OW SG - 3/16" HS) F-`Qii°0" Del � •SG - SENTRY Y KURARAY AMERICA, INC. BY Minim livduct • • -[:] �U WINDOW • HEIGHT J W WVFrH�4] U ` U SEE SHEETS t 6 4 FOR 1�' WINDOW ANCHOR p 0 '`sp LOCATIONS AND QUAN ITES. H z b TABLE 1k J U- ? . O d Wp {� CIA 0- N O LLJ u 8o ao z x Co Y Y W IL LLJ z FRAME E O O aU TA U "Q s TUBE TABLE 13'. f 0 2N rn WWIDOW HEIGHT Sao �S�I ry R L- - oJ�o• -1 f� ANcrgR W Z (4). IF REQ. r O SEE SHEETS 1 81 FOR vANDrnv ANCHOR LOCATIONS AND QUANTITIES SEE SHEET Z 3 FOR ANY ADDITIONAL ANCHORS REOIRRED FOR THE FRAME ASSEMBLY TUBE. ��.�` OpY LYN/y 4g SEE SHEETS i & 4 FOR WUM ANCHOR i ` NBLc71 LOCATIONS AND QUANTITIES. SEE SHEET _ * : N10.58705 3 FOR ANY ADDITIONAL ANCHORS •: �' _ REQUIRED FOR THE FRAME ASSEMBLY = �• cj 1 ' TUBE. =�0 v TE' T • :�W NOTES: I t) BEE SHEET 4 FOR ADDITIONAL SAMPLE CONFKiURATIGNS. S' I�,,N11 A'L'��N •• A IYNN I.�Ir' � PE 2ZSEE SHEET 4 FOR SNUBBER IEQIAIEIENTS. PEJ66706 OwiBn Prwma OA>1: r �r TA•h>�a•s•N♦4At�r `��+!" • e under 23• astatr 27•a4• ]� • ]]-tft• 95• 3 udor2!' +ea-130 +9a-130 i9a-t]0 +fKY-i]0 Wa-130 +Ya-130 +9a-t30 zs•tatr wa-t]o +eatw +oa•tw +aa-t]o wor-tso +ao�-t]o +sa-tso 3B318• +eB4190 +e0'-1]0 +ea•1]0 -190 ,=� j7�30 4r •Ba-130 ,pa-t!D .Ba-1!0 �01-1]B +r/-1� •+9¢13S �Y01-130 50.618' .ea-190 .e0� t]0 +ea-130 -1 . -130 er .9a-t]o .ea-t]o +Bat]o +sD�-tw +au-ts «ioatx► •aa-t3o B8 *Ba-t30 +9a-t30 .iat]0 t]0 . •t �0 + -UO 3330 7z .ea-t!B +ia-t]o ,aa-tw +ear-t!o wor-tm •aa-t]o +eo/-t]o 7r +sa+ea-tw wa-t]o t]o iootitw +ea-tw it• wa-t]o .mr-t]o ,ea-tao wa•t]o ,ed-tx OWpn PnN•w (psfjtEr Wlndo•4 AI"eMd to"j(� Fnmt Aotomtly 11.4 wNrorr warn m ara.r 7!• astatr nJ/1• ]D" ]st@• ]� !7' Anchor CAop Anchor OAuP Anchor Cimiq Anchor CAoiq Anther trap Ar•hrCroup Aetna �P A B C D A B CiD A B CiD A B C D A B C 0 A B C 0 A B C D •a« tr .Tdm «rom .rom .7a-0o .ram .met .ram .met +ram .rom +lam .rom +met +rom .ram .rom «ram .7ae0 .rom .ram +rom +met cam ,lam .ram as -tart .met +met +lam «raeo .met ,met .met .met .met .ram .rom +ram cam .met .met .ram .met .ram «rom .lam .lam .rom .rom .ram .ram ]rtvi• wam +7a-n.4 +ro-0o +mo +mao .mr-0B +mao .mao +7aso ,mao .m�-0o .mr-0o .7a-0o .mao .lam +7d-0u .7ouao +mao .mso .mao +meo .m-0o ,m-0o +roso +mao r• .ra-ns Hatt .m-71.t .7aeo .ma�.a .moo .m-0o .m-n.e .m-0o ,ro-0o .m-n .m-0o ,m-0o ,m•ao +ro-ns +7orao K+75 «lam .m-n.t .ro-0o +ra-0o .m•ao .m-0te +lam ,m-0B .mr.aB lOSlr .ra-73.] .f-07.B «/.e9.] «7am .mm.1 .rom .rom .m-71.0 .met .rom H-0e1 .7a-00.7 .meo .met +m-74.4 .ram .lam .m-712 +met .mi0 .7di0 +mie.9 .ra•m +7aiD e0" N-01 +/-0!.e H•6e.5 .70FiB H-07.5 +7Dh8B8 +met H•a'Lt +m-01 +lam Nde.1 .7d•71.e «m-0e! .7d•W .L62e +7d-Gi.e .701i0 N-0e.t .7d•EQ2 .lam +7elep N2Q! +id-7S.e +7e1-0e .701m 08• N'�.t H.ai.3 H-06.7 .raai.7 ./•64.! .ra-02S .lam +/m.t 1.7W-77.7 +met H35.6 +m-71.] +7B/.B4] .m-00 +/-00.0 +7d-IBA +7dee Hd72 .m-7B< .met .7aW Hdl.1 +m-72! +mJe.6 .7d•YO OMlen Pm"uA (P"Q br WM"vA Attached roe hlorRaR"1 Fr=rr As"miiq Tob" wlntlew width ardor t]• 2S1a1r 27.14• !0' ]S•11Y !r !7• And•r Crottp ArrlrK CAW Anchor Crolp Anchor CAoup Anchor OAtq MAMr OAyt Anotgr Crag N N N N A B C80 A 8 Ci0 A B GiD adtr zr +70/aD +met + « wdm .ma .i .lam cam +ratTu .met +met +7a-n.s . m zs-tart .met ,met +met +met +rom .ram cam +lam +Tam •met ,roaT.e .met .met ]i•31r .7dm tram rmm .met tram .lam .met .rom +ram .met +met +met .met Ir +lam +met «rom .met ,met .ram ,met .7tYm +sowo +ram .mac .met «rom soar «met .met +lam +met ,met +met +Tam .met «lam .met .70ra0 +met .rom m• .lam .met .met .met .met +met +7aaD +7dm .met .7a-0o .met +met ,met S]' .met +lam .met +met +met .7dm .lam .7orao +lam +met +raao +met +met 7r .ram +met .ram .lam +met +ram .met .mac +lam .roao +ram +met .met 7r +met +met +rom ,met .met +lam .met .7a•m .7ae0 .ram .7ara0 +met «ram iP +met +met +ram «7aaB +met *lam .met WINDOW FRAME �{{ ASSEMBLY TIME 1fT MAX. ADOITDN41 ANCHOR (<). ff REQ. wTNDow wD77T . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . FOR GLASS TYPES: PRODUCT TABLE 14' • • EVIlval 5) 7/8' LAML IG: (1/8" T - 7/18" AIR -1/8" AN - .090" PVB - 1/8" AN) A s,.«�m tea. Noride • 1 • • • � TRDSIFQL BY KURARAY AMBRICA, INC. Aaapw+cn No � 'i4- • • • • » • ! • • • DT • • 000 • Miami• • • i^Y+�I • • SET• I - • -71 J_ _„i WIDTH Q ( z° (QQnj SEE SHEETS 16 4 FOR �••• eiS Q WINDOW ANCHOR 0 (7 u LOCATIONS AND QUANTITIES. H Z S TABLE 15; Q o a `n J LL D a .p wa W CD (V 0 N W N o w 0 yZ 2 D 80 80 c W U � F- O O a w �Z 2~ � to C) W Q FRAME ASSEMBLYy 0 O -Qcn U s v •-� F-3 00 �U TABLE 1& T yHEK;HT } IEICsI•fT K n ry WINDOW FRAME o� 14 N HEIGHT ASSEMBLY I tO I TIRE I WINDOW I ADDITIONAL o m iLiL_ -y1 WIDTH Fes- ANCHOR Z 4i a 10' MAX (4). F REO. W z : SEE SHEETS 1 3 4 FOR WINDOW ADDITIONAL LOCATIONS AND QUANTMES. SEE SHEET n z W ANCHOR 3 FOR ANY ADDITIONAL ANCHORS (4). IF RED. REQUIRED FOR THE FRAME ASSEMBLY TUBE. R1111r I/ WIDTH, WINDOW .�` pNy LYI N SEE SHEETS t e 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET * :• NO. 58706 3 FOR ANY ADDITIONAL ANCHORS _ REQUIRED FOR THE FRAME ASSEMBLY TUBE •; A '�- ,: p' 'A IE?C� �. 1 4 FOR ADDITIONAL SAME COIFKAMATION3. A LVHIN Ne.IER PE 2) SEE SHEET 4 FOR SNUBBER REWIREIENTS. pE.• Seroe O.alp1 preL•Ir• fro tar Sups tARrldealt. a Ar1�lali orwpe • : • rwleow WMAM under Zr 2stsle• z7sr4• 3P 931/2' 35• sT • wla.zl• .roso +rasp +rasa «rasa .roso +rasp +ralo zs15r1e• +roso .ra•!o .rasa .TasD .7asB .ralo +7a-eo 3eare� +Tessa traso +rasa .ra•Bo «roso +ro410 •m!o 46• +rosD •roso ,TTYsO ,rasa +roso « +TptlD spare• .roso .roso .7Br-Bo +7a-0D +mloD «7a�•Bo r so• +rasa .roso «ra•!o «rasa aaso *ram-e *TTAd46 ss• .ro411R ,rasa .roso «rasp +raa7.2 •7il•s4 +7 -70. 72• +7a-l0 «7a-0D +7a•86.5 +7(Y-61.6 +ea-70 +ea-0D.4 +5a•67.6 7S «r000 +rasp «rolie.3 +ro767 +ea-072 tea�s.z t6a�3.3 M +roso +roso «7a-B1.3 +BaJO +Qa$1.6 OaaRAI Pwaaua rpa0 b WYldow AR•oMd b • V•rlfeY Fr4nra Aasamby Tube wr,•wr wan, m iuearx3• xs•1a1!' 27•er4' 30" s3-1/x• 3s 3T Arches Drag Archx a•IV Anehet OAuP A1xMr Croup Archer Olaq MrJor � Maher OAS A B C D A B CAD A B CAD A B C D A B C D A B CAD A B CAD uraar x3' «roso .7aao .rasa t7orso .7o/so +%•0 +rasa .Tows +Tessa .TewO .roso «Tor•!o ,Taos .lass .TD/-!0 .rasa .sa-!o ,aaso .7oHm .roso «roso +ros0 +7ai0 +7a-so 2S-1a1C +T'el•LD +roso «Tam +7ow0 «lass ,roso +rasa ,ros0 ,Tessa ,7aq «roso +ros0 +ros0 +7er-ee +7a•eD +Taip +7a•Le +7ai0 t7ai0 +7a•LO +7CI.ep t7e/-0p +7aie +7a-0D 3sas• .TTWso +roae.4 .roso +rasa +ras4.s +rocs +rasa aa•T! tTaso .lows +Tarn +roso .roso +Towo .Tas1.e +To/so .7owo +lass ,�a-7e.3 +7aao .7a•so t7aa4 +7aas +�aao 4e• ,To�Te.x ,w1.1 .ra-ra1 .7o+•so +w7.s +rasa aor•so +wa1 +�aso .7owo +rss.e +rasa +rasa «m.so .ws.4 +7a-es.s «7a-so +�aao twz.s ,mso .rasa +roso +7swo 3031!' +�a-7xA H-67.B y�.3 +7a-00 +!•p +7a-0p +7aie +/.S/.B riai0 +7a•W HdS.4 +7a•L8.7 +7a-00 +7a-p +/dx +TW.n.3 +7ewD +'/a-00 +/.69.3 +Ta•Be +7ai0 +!d&1 +Tel-L!.! +7a-00 eo• +is1 +/se.! +/ae.s aowo H•54 t7ows.s +Taco +/-aas troll «roso NJ0.7 «Taa4.! ,rose,e +roso ./d2.3 t/s7.1 «7a-0D.3 +roso ./so.1 +Tacos ,Tows-e ,Nz4 .ro-n.! .7oFM.e H�e.S +/sS.7 +Taco +/-4e.1 +70%7f.1 rT'aFlD ,H4.3 +ro•T1.3 t70F05.9 +ros0 +Hl.! +rsS.! tro-78.6 t7a-67.x +/17.7 «7a•7e.4 «ros4 t/.16.1 ,ro-T23 +Ta-71s aarlp� Pawaua 6M Er WMo•a Atltlre b a l Fnen Aaart•y llOa WpM RWYm• a,err Zr 261a1e' aJN• 30 a3trr 99' 37' Arthur �4 AnoMr dnP Artier �+o�V MynrcR�.ouP AnaM aolq Aeolax GbuP AN A• AN A B CAD A B CAD A B CAD urd.r zr .rolm .Tars +Toss .Toss .ro/.eT.e +Tess + +Tasse .lam + m •Ta2 2s1a1e• .Taos .rows .rowo +lam .Tam +Tam +moo .Tam +Tam +Taste .Tam .Tam3eala.Tam +Taco .Tam.TamTowo +Tmm.mm +Tam +Tam ,rolsLe .Tam +rows4e',TaeD+lam.lam+7a-mrolm+lamlam+7a41at70IeD+Tam+lam,7aFe0wsrs• JA�I*w, «lam +Ta-m .ram +rowo +lam tramTam .Tam.lam +Tam.Tam +Ts�-oo.Tam +rom +Taeo .lam +Taae.ee.Tu�sL.e ,+7a-e0 +lamlam+7a.e73+rore7.2 ,TadT.2+7a24 ,ro/sl+7a•7Y8+7a1-78.eT2•+Towo +Tows +Tale.+mro +earoea-0!4.easea +msL4.mazemrsT.e +ea-e7s,ram +rom tm.ee.3 .mans ,ea4n'.i .Lasts ,ea-0e.x tmaa.z +mm.x +eases +ma13 +ms3A ae ,Towo +roan ,To/•e1a +m-ro +ma1.a tmsl.e .ma1.L . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • FOR GLASS TYPES: TABLE 17: ?iODF1CTREYlSBO . • • 6) Z/8" LAMI. IG: (3/16" AN -1/4" AIR - 3116' AN - .090' SG - 3/16" AN) fe �m.F� • • 811/6" LAML IG: (3/16" T -1/4" AIR - 3/16' AN - .090" SG - 3/16' AN) " 17-ON:N14./4 • • • 'SQ•" Y SY KURARAY AMENC , INC. • • ••• • NF •• •• �U • • • • • . .L.... a WINDOW J LLI WIDTH m Q to i V SEE SHEETS 16 4 FORVVINDOWANCHOR F- � LOCATIONS QUANTITIES. W Z 8 TABLE IS: J_ `- 0 Q LL W gO (•L^ o A co, ` T N// I- w a SO 8a D Z Z U N N O O ..Z W Ltl o Q FRAME s 1rMAx -� ASSEMBLY 7 a 0 U T TUBE TABLE 19: 7' m WMIDOW HEK)HT L OV I • _ o � yA�y ADDITIONAL WIDTH ANCHOR (4), IF REO. 0 SEE SHEETS 1 i 4 FOR WINDOW ANCHOR o z W LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. `� 't ; • W}CENg� ••,4� ii SEE SHEETS 16 4 FOR WINDOW ANCHOR - * : ND. 58705 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS - REQUIRED FOR THE FRAME ASSEMBLY TUBE. iO� S T .•��/: �FSS,.O ..... .I NOTES: ., 70NAL I� ��.. 11 SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REOURE EATS. A. LYNN N56M PE. PEA ee706 aDM•I9n Pl.soa. � 1a Bitpfe 1ABidoas. AB Ael�(ia �• : . und"r 23' 2SiSfir 473/4' 3P 33.1/7 3S• 3r • under 23' +9Dr-130 +Bal-13D *9W-730 .9W-130 t90/-130 ♦9N-130 +9N-1 2S1a/1r +9N-130 +9W-13D +9G-130 +901-130 +90/-130 .90/-13D +B9/-130 363/r +9W-130 +By-/3D +9G-130 +9N-17D +9W-190 +6D�-13D +9a/-130 4r +9W-190 f9N-130 +90h130 +9N-130 +9W-13D .9R-f!D +BBJ-130 Saar +9W-130 +9N-13o +BO%130 .97-190 .9a-/3o 130 1 eo' fBN-13o +90%130 .9W-130 +9d-130 +9W-130 +9a�•/BD HBI-170 n' .BN-13a +9N-190 .9DW3o +Bq-13o +BO/-13o -i 72' rBa/-130 +BN-130 +BN-130 +9D�-130 *BW-130 f9d-1Z4.6 +B9/-11a.7 7e' *ea-13o +9D�-130 +BD/-130 +9D�-17D .9W12i2 +9d-11e.7 +90/-109.e iC *9a-190 *9DI-130 .Ba-130 ,Ba-13D .9a-11i4 Dadpn Pl.ssa• (psfj tr VlMldorrs Attahsd ro • V� Frane AwanMY T11x VArdow WNh m ua.Mz1• xa-1a11r valr 3a 33.1/z 3s 3r ArohorDm�p ArcIpr Ol.up Anelw daq Anchor Carp ArcFarQaq Aneha Oroup Anella DIBIID A B C D A 8 CiD A 8 CiD A B C D A B C O A B CiD A B C D urlda?3' +m-0o +7ai0 fm-0D .79W0 .Ta-00 tm-00 f7a-0D +roiD +mi0 +raso +7a-00 f7am +mi9 .ro-0o +ro-0o .m-0o .mm +ro-0o +roao +ro-00 rrom .7a-0D .7a-00 .m-0o *ra-0o aslsna• +ra4w +mso +7a-00 .7NL�90 +mac ,7wao +Ta-BD .m4+o *ro-0o .7a-90 +ra-0o .7aiD .ra-0D .m-00 .m-0o tm-0o f7a.9p +mac *raso +raaB .ra410 .moo .mm .ra-90 +ra�90 3a-31a' +ro-0o +maa4 «Taco «70F9D .ra4w *7a•90 +7a-0p +Trio +ra�o tro-0D +m-0D .7a-90 «7a-00 .roao +ro-0o ,7a Oripn Flss.a. �Q for Wobaw Atmhsd to • Bans AsssniEy 1Ws BW1dwWMdlh utlr a' >»~w1r aar P' s}trr 36' 37' AnGia fhap Anolar dpq Anchor pap Archor Omip A��ot O�Otp Anohsr Gai4 Mrtly Dap N N All N A B Ci0 A 9 CiD A B C66 alter 23' TS161tr ♦ram +ram .ram .7a-00 *mm +mm ♦ +Ta-e0 *rom .TaiO . lla *lelAD .m .7aep . +7a-e0 . .ram ♦Tam +ram .ram .raar.e , •7i2 aTam ]NWfe' +ram .ram .7a•p ♦lam .Tale .7aie .lam .Tam +ram ♦lam ♦ram +ram 4e- .7alD a7am «ram ,Tam .ram .lam rrom ♦lam ♦ram +Tale ,7alp .lam eoarr .ram +talc .Tale +ram .fal0 .ram .ram ,Taco ,ram aram .ram .Tam r;m � ♦ram ,ram .ram amm rram aram ♦lam «Talc .ram ,Tam «7alp .lam ei' ♦Tam +Tam .mm ,7911e amm ,Tam ♦mm ,ram amm -lam +70i1e «7a.e 7? .ram .Tam ,rom .Tam .Tam ,Tale .Tam .70N0 .ram .Tale .ram +70110 7r .ram .lam .Term .lam ♦ram .Tam .ram aTalO ,lam ,lam a7alp .7a4o a• .lam .ram amm .ram .Tam ,Tam .ram WINDOW FRAME HEIGHT A33EABLY I TUBE 10- MAX ADDITIOWIL ANCHOR (4), IF REO. • ... ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • e • Clem Dwg. B Dandpllon Malarial 1 70M Main Franca Head, SIH & lamb BoBLTOWum. 2 7071 Anchor Plate 3 7W3 Sash Top, Bottom & Side IWI �� • 4 7008 Frame Comer Key 5 70D9 Sash Comer Key Stew 6 7078 Frame Gasket VM71 Foam 7 7W2 Sash Corner Gasket YdrA Fo" B 71770 Bulb Waath@rA4 .187'x.275" Flap C670 10 7024 Maim Multi -Point lock Stew • SS 7026 Lock Support Plate SteN• 12 7014 Multi -Lock Keeper Steed 13 7013 Tie Bar Guide Nye 14 7015 TiegarAssembly Steel or 88 15 7028 IMmxIm Dyad Operator, WW-vW Steel 16 7027 Maxim Dual Arm Operator, W W>2M slow 17 703D O rstor Gasket Vinyl Foam 1B 7031 Operator Beek) Plate St" 19 70.51 Operator r Block Won 2D 7082 Stud Bracket Slew 21 70 3 rator Track & Slider Arm steel 22 7023 Egress W He Manuf. Truth Stec 23 7050 ss W ashaMe HD Manut. Truth Stew 24 Snubber Anti-WowoutCU 32 1713 SettingBlack 32" x 16" x 1- 4" 33 1714 SettingBlock 3r x 7 x 1- 4' 35 7036 taml Bead B KEPDM 7042 tamlBeadC 7059 tams Bead D 38 1224 Vin Bulb Ws ck 39 1225 Vinyl Bulb Ws Flax PVC 70 SO Dow 899911conBadkbeddk 60 7W6 Screen Frame 310SH14 Akan. 61 7040 Screen Comer Key PdYRWcone 62 Semen Cloth Fibayass 63 105 lScreenSpfine EM. PVC 64 1 32D IScreeps SWrdesastow 70 134 Add -on Flarve W83-78Alum 71 7W4 Frame AssV Tube 00 S-70Alum. 80 NB-32 x r Ph. Pn. Mach. Sar TYPE B Stances• Steel 81 U57 88 x r Ph. Pn. SMS 3twn nee Steel 82 88x 5 B" R. Ph. SMS Stainless Steel 83 #8x 7 8" Fl. Ph. SMS Stainless Sled 84 #8 x 1" A. Ph. TEK Stainless Steel 85 #Bx 1" Qw I Pn SMS Stainless Slsd 86 - Quad Pn SMS staining Stew B7 r Ph. Pn. TEK Btakdeaa Steel 89 L1012 4z W Ph. Pn. TYPE F Stainless Stew 90 1' Ph. Pn. TEK Sh kdess Steil • • •• • • • • •• • • • • • • • • • • ••• • ••• • • • • •• ••• •• ••• • • • • •• • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTER AS REQUIRED PER TABLE 3, SHEET 4 �l�lutrtin, Z. TONAL A LYNM MaLER, P.E RES W706 FRAME CORNERS JR RensM el De+eriP INTERIOR me: Revision: 05/25/17 ES THIS We: I Revision: AND CORNER VIEW PRODUCT REVISED ae cauply"r tb on Florida A�dNa�-6fPl4d¢ t Date J ROSOWSKI N. VENICE, FL 34275 (941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/O8/12 COP"U"•2nr PGr MIXAMMMC Sodas/AbdeC Srnk: Sheet: prowirg No. Rer. AL1e"n'� CA-740 NTS 10 OF 11 MD-CA740-LM I C 32T. OF AUTH. 129296 STI POLYISOI WITH D EXT. ,00 KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS - . R DURASEAL® CoAllro .. .. . . . .. .. . . • • . . • . • . • • • • • • • • • ••• . •• • ••• • m STRUCTURAL SILICONE LT%UTYL Im FOAM 3M8•NOM. '• • • • WITH • • • • • s" • • • S• • GLASS SUPER SPACER® NXT'm Kt,','tMtNl POLYISO- F.r. NT FILL AREA BUTYLENE5Ha•NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STEEL EXT, GLASS GLASS GLASS XL EDGET" �SPACERR Part # Dowdpdon Matertat 100 Kommodit 4SG TPS Spacer System Be* INS Sheet for Materials 101 QunneX Super Spacer nXi with Hot Meft Butyl 102 Quam Dias" Spacer 103 C"ml X Edge Spacer oor NOW 2.91C' .43V 2.754• i FRAME HEAD, SILL & JAMB #7002, 6063-T6 I 1.3w 2 ANCHOR PLATE #7071,6063-T6 .06-W- 0'• Aw �4S 35 BEAD B #7036, 6063-T6 1t11tINl, pN .... LYNN `3�� .• `icF14sF * N0. 58705�* L U,ff llllttt` A LYNN MLLER. RE P.E9 TORS .nr .870• .ow � -- .. 37 BEAD D #7059, BOBS-T6 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040' 1.00(• .423' FOXED 60 SCREEN FRAME #7006,3105-H14 .ow Aw a BEAD C #7042, 6063-T6 05/25/17 "o 0HA1 GEs THIS SHEET. ola arr;,;w+, & SPACERS .12s 2.701' .062' -oar J 7i FRAME ASSEMBLY TUBE #7004,6063-TO 2203• +{ oar .oar 70 ADDON FLANGE #134, 6063-T6 PRODUCT REHISM ascom I)i^Bwithe•Fleri& m'lwo AoNcI►7 1 A4. ,» 2ox3 M' M' J ROSOWSKI N. VENICE, FL 34275 (941) 480-1600 CASEMENT WINDOW DETAILS - LM & SM 0k&l2 COPVN%ffe M17 Pw R4mlmES, KC. S-"/Madek Scolc Shah: Orating No. Rev: """""'°' CA-740 NTS 11 OF 11 MD-CA740-LM C MT. OF AUTH. 129296 MIAMNDIADE MIAMI-DADS COUNTY =111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DngSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qnv/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by.tht•Apthority Having Jurisdiction (AHJ). ""000000 This NOA shall not be valid after the expiration date stated below. The Miani Dade County product 0 • Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Mi;V46ade CoMn )Oreserve 0 0 0 the right to have this product or material tested for quality assurance purposes. ItW§ produJ or.materi4l0"; fails to perform in the accepted manner, the manufacturer will incur the expense of sucb testing atuifbe AHJ.... may immediately revoke, modify, or suspend the use of such product or material owkhin their Jurrisdictioa • : • • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dadebm my Proeiuct Control• • • • • Section that this product or material fails to meet the requirements of the applicabIC btip f ng code. ' • . This product is approved as described herein, and has been designed to comply With the Florida guild' Code, including the High Velocity Hurricane Zone.- • • • • • DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I. ' APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.06 Mu1MMMOE couKnr Expiration Date: December 21, 2021 Approval Date: August 31, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... B. TESTS ..' . . .. ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading peY VIIC, TAS 20f-94 -; 2) Large Missile Impact Test per FBC, TAS 261f-940 . • . • • •. • •. 3) Cyclic Wind Pressure Loading per FBC, TAS'203-94 ' along with marked -up drawings and installation diagram of a•l;y* sliding gj�ss door,... • a PVC fixed window and an aluminum sliding glass door, usingi •I£odisplao 48G TP& : • •' spacer system, Duraseal® spacer system, Super Spacer® NXTT" spacer system and XI,• • • :. EdgeTM spacer system at insulated glass, prepared by FenestratiO Testing Laboratory, • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL;8979, datqd• i;Yl6/l5, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalthig Ortega, P.E. : " (Submitted under previous NOA No. 16-071413) • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) arge M. Plasencia, P.E. Pr�d6ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 .... along with marked -up drawings and installation diagram of an XOX alumib m.' • • • • • • horizontal sliding window, prepared by Fenestration Testing Laberatvey, Itie.,•TCst •, Report No. FTL4859, dated 03/08/06, signed and sealed by Edhfrhido LargdeAeada, P.E. ...... ...... (Submitted under NOA No. 06-0405.06) .... . .. ' ' ' ..... C. CALCULATIONS .. .. .. . ...... 1. Anchor verification calculations and structural analysis, compiling vtith F$C-*r ,,; • Edition (2014) and FBC-6t° Edition (2017), dated 03/31/17 and revised oA'07/28/17,. prepared by manufacturer, signed and sealed by Anthony Lynn*iTlei, P.E. • • • • • 2. Glazing complies with ASTM E1300-09 .. ' D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No.16-1117.01 issued to Kuraray America, Inc, for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5u' Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) /dofge M. Plasencia, P.E. Prod6t Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 0 7-081S. 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. • • • • (Submitted under NOA No. 06-0405.06) 000000 • • • • • • .. .. G. OTHERS •••••• •• •• •••••• 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industrie :V�.Ieir Sjpjie.% : •' •' "HR-710" Aluminum Horizontal Rolling Window — L.M.I., apjxove$ on (19/ lol6 and,- • • - expiring on 12/21 /21. • • ...... .... ..... .. .. •• . ••••.• ...... . . . . ...... ,..... •• • .. • so 0 orge M. Plasencia, P.E. Pr uct Control Unit Supervisor P76 NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 . . ... . • • ... .. .. . . . .. .. . . ....... .... GENERAL NOTES: SERIES HR 7- IMPA4T HO—ZOrITAL RCAI ERFI•ANGED AND INTEGRAL FIN WINDOW HAPACTRATING DESIGNPREssu�RATrra 1. GLAZING OPTIONS: (SEE DETAILS ON SHEC I • • • • • • • • LARGE a SMALL MBSME VARIES PER CPTIOPLR, A WIr LAMI CONSISTING OF (2) LOO ITES �F''•1/LAINEAI.ED GLASS VYIThFA .090' • I • •SAYER FACT �s�T sEE eHEtTe B. WIV LAMI CONSISTING OF (1) LrIE OF 1/81 ANNEl4l.ED GLAWANDt1) LITE 15V HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER C. 5116' LAMI CONSISTING OF (2) U1ES OF 11W HEAT STRENGTHENED GLASS WITH A .OBO' PVB INTERLAYER D. 7/16' LAMI CONSISTING OF (2) LITES OF .Vir ANNEALED GLASS WITH A .090' PVB IN TERLAYF-R. E. 7/16' LAMI CONSISTING OF (1) LJTE OF 3/18' At1�ETN EQ GLASS AIA(1) L" OF 31W HEAT STRENGTHENED GLASS WITH A AW PV13 NTERLAYER. F. 7/18' LAM1 CONSISTING OF (2) UTES OF 9HQ T6TGENGTNENEDOLASS WIRi A LOBO' PVB INTERLAYER O IS%e'LAMIIG:(i)LITEOFIArOR&18'ANNEALED NK) A'OvWAv?gImACEAND6mrLAAB CONSISTING OF (2) LITES OF 1/8- ANNEAIM GI',Aq VIQTH�1- .�O WFERLAYER• H. 13/16r LAM] IG: (1) LITE OF 1/6' OR 3/16' ANNEALED (MIN.) GLASS, IV18• OR Sr AI17•SPACE AND Wig* LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/e' HEAT STRENGTHENED GLASS WITH A .090' PVS INTERLAYER 1.13H8" LAM! 10: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 5/1(' OR 3V AIR SPACE AND W16' LAMI CONSISTING OF (2) L RES OF 1/S' HEAT STRENGTHENED GLASS WITH A .OMr PVB IN TERLAYER J. 13H8' LAM110: (1) LITE OF 1/8' OR 3MW ANNEALED (MIN.) GLASS, 3118' OR 1/4• AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A .090' PVB INTERLAYER K 13/16- LAMI IG: (1) LIFE OF 1/8' OR 3/18" ANNEALED (MIN.) GLASS, 3116' OR 1/4' AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3M8' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A .09W PVS NTERLAYER. L 13r18' LAM! IG: (1) LITE OF Vr OR 3/16' ANNEALED (MIN.) GLASS, 31M' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERIAYER. 2. CONFIGURATIONS: OX xo, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 V3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH t 1 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7. REFERENCES: TEST REPORTS FTLr4858, FTL-4859 AND FIL46330. ELCO ULTRACON NOA'S ANSUAF3PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABI F 1 r amp Anehor Ilnmbar me substrate NFL Edge Distance YODhonpE=hkknm 11111116 (min. ar3thraade beyond subWel• AB ns - 9/IrA 0063•T5 AluNnum oilermetal A30 St•d 0r Gr. 33 Steal Stud 3l6' 9/16'Jernb B 1/4' ELoo UiraCon* Hollow Block STM Coo 13/4' 8' AN Concrete min. 2.85 kd 1' r 134' All Southern Pine SG - a 1' r 1318' IW 410 SS E1oo CbdeFlen • All Southern Pine • a 1' Y' i-w C 1/4' 410 SS Ebo Cmtd9ex ® won' M. TM C90 2-Vl tY 141 All Cononta 335 kW) 2-1/2' 4' I-3w TABLE 2, Valedel Mln. Fr 111111% F. stew Sam 02 kd I= kd Elm Lascon of 155 kei 41088EboCMkfla0 IVAkd 11111.7 ern ViTykd Ta &A388hd 3858.3581NStud loi 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL- 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES I STANDARDS USEMC 02017 FLORIDA BUflDNG CODE 6TH EDrr10N 02014 FLMM SUNANG CODE SM EDrnCN •ASTM E130040 •ANWAFiPANOS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. AD"15 •AISI $100.12 •AISC 30040 NOA DRAWING MAP SHEET GENERA!. NOTES ............. I GLAZING DETAILS ........... 2 ELEVATIONS. ............... .... 3 VMT. SECTIONS ............. 4 HORM SECTIONS ............ 4 CORNER DETAIL ............. 4 PARTS LIST ....................... 5 EXTRUSIONS ................ _.. 6 INSTALLATION ................ 7 DESIGN PRESSURES....... 8 ANCHOR QUANTITY...._... 9-11 PRODUCT REVISED r veer•Mnw wrtfe rke I4aid• i�l(oodd�17-0411.06 o pkaeon onto 12/21/2021 324M7: NEW LAYOUT, SHEET REORGANQATX*LUPDATED ANCHOR OLIANrrrY PER FBC 2017.CHWIDEDANCHOR TYPEB ww K 0 YA O N p � o� 1 2 z� LU •� w 4 w am o z Lu O V O K � O z rn cc O = ,u en0 Nll * Mo. et7Ds �P* A. LYHM r4L KPE P.Fs bB70. . . ... . . . ... .. .. . . . .. .. . . ....... .... 21 50 i • 21 • i • • • 50 • • • • • • • • SILICONE Har-mTBUM 1/2' NOR 55 1/2" NOAI. STRUCTURAL 3vCCW GLASS SITE GLASS SITE STRUCTURAL 114' NOM. FOAM am NOM. POLYISOBUMBdE tNfIN • • • • • • • AN WITHDIMCCT DESICCANT PRODUCT vAth the �- 51 8001,02 • • i • • g385 E7(T.GLASS GLASS • • • • • • WWA•EALMORHEAT STFfVW*EtM •• i --WAPPEALED ORHEAT STRENGTHEN®OLASS ti inS- NOA-Na 17-0d11JI6 tW OR ff"r$na342TH0W GLASS OffEtLAYER aY AmA ORR mAramom THENm GLASS O4N+ta•nAW i2/ii/ZpZi am NOR. Mr LAMNATED SMB' LAMINATED ASS 7MC I WINATED GLASS GL INi GLASS INT. GLASS y Bu O KODISPACE O SUPER 4SG TPS SPACERUNXTT" Srt417: NEW SHIN aEXTERIOR INTERIOR (ALL SECTIONS) 1/1' NOM, GLASS SITE 112' NOM. GLASS SITE SUM & DESICCANT FOAM EXT. GLASS — , V IWANNEAID OR HEAT SLRCitGTHENM GLASS DItr ANEALEDOR WATSTRENBTHENM GLASS .BYr PVB •RERIAYER PVB MERLAYPR tAT ANEALM OR HEAT STRENGTFENM GLASS AIfr AREAM OR HEAT STRENGMIED GLASS WW LAMNATw Mr LAMNATM t WORSVARSPIN am OR 1MAR SPACE tffOR3NrA WALED ORTEA53MMMAW M!OR3WANWXEDORTEWEREDOL40 unrNoeL tanr NOY. 13/18' LAW IG GLASS W/ 5110' LAMI 13/18- LAM@ IG GLASS W/ 711W LAMI GLASS TYPES, A SM0' LAMI - (1/B' A..090' PVB,1/B'A) B. 5M0- LAMI - (11W A,.090' PVB,1/S' HS) C. 5116' LAMI - (1/8' HS,.0W PVB, 1/s' HS) D. 7Ms' LAMI - (3110' A,.OW PVB, 3/16- A) E. 7MIr LAM] - (3Mr A„OW PVS, 311W HS) F. 7M8' LAMI - (SHB' HS..090' PVB, 3M5' HS) G. 13M0' LAMI 10 -1/8" OR 3/10' A (MIL.), 5/18' OR 31W SPACE, 5MW LAMI - (1/S' A,.090' PVB,1/B' A) H. I aFI W LAW IG - VS' OR 3M S' A (MIN.). 5M O- OR 30 SPACE, 5115- LAMI - (1/B' AAW PVB,.1/S" HS) L 13M0' LAMI IG -11W OR WV A (MIN.), 5MW OR 3B' SPACE, 511W LAW - (lAr HS,.090' PVB,1/S' HS) J.13115' LAMI IG -1/S' OR 3110' A (MIN.). 311T OR V4' SPACE, 711 W LAMI - (3MW A,.090' PVB. WW A) K lWW LAMI IG -1/8' OR WIT A (MIN.). 3/1r OR 1/4- SPACE, 711r LAMI - (3/10' A, -OW, 3M0- HS) L 13110- LAMI IG -1/S- OR WW A (MIN. 311C OR 1/4' SPACE, 7110- LAM -(3M6' HS..OW, 3M5' HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 'PVB' - KURARAY TROSIFOL• PVB INTERLAYER 5mC DURASEAL® OSPACER M.&MrAL POLYL40•Fw.GLASS NRFILLAREA B�'aSNS' NOM. 7 SEAL SILICONE SEAL ROLL -FORMED STANNLESS STM O'T.OLASS OIJISS XL EDGE'" SPACER Part/ I Dandpoon mabrtal 85 KonYnRYnp 4SG TPS Spow Sysm i Sw ea Sheet for Matmws SS Quw ml Super spacer nXr%M Hot Melt BLAYI 87 Quanox DutauW Spswr 88 Cwdk* XL Edps Spear •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • 273/8' • a••• ••• ••• •0 ••• 27Ur 273/r MAX DLO 54 5/1$ Mx D`Q FLED • • • MAX. DLO MAX. DLO VENT a • _ • • • • • • • VENT FD(ED �- -- - D D x 0 x r 110' MAX WIDTH I.F. FRAME --- 111' MAX. WIDTH FLANGE FRAME Ij•� 85 7/18" MAX. WIDTH I.F. RiAME—►I) t" __ � 7/15• MAX WIDTH FLANGE FRAME DETAIL B - XOX (114-112-1/4) DETAIL C - XOX (1/3-1&1/3) NOTE: 33 e/1W MAX 33 9/ir MAX 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED D DLO VENT ti3' MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL 15 CONFIG. MAX MAX DLO ALL DLO ALL —r-{ 43) I.F. FRAME / FIXED &2" p4gX• _ lIT'ES I.F. FRAME 0 i X CONFIG i 1 13 FLANGE FRAME c �— 73' MAX. WIDTH I.F. FRAME VIEW D-D 74' MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO PRoOeD•yUdyCiTn�REVISED a• C•L wllh th• florid• DuOdln♦ • irpw-No• 17.0411.06 eap4Ytim Date 12/21/2021 uet a24M7: ND CHANGES THIS s11eET. M Z o2E w ti LL i F o � v.a ```` �ap�iY LYNN �l•,,��' tt 14 40• 5117055 TE ALi�`�. A. LYNN NIL mPE P"am • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• I • • • • • • • • • wTBRIOR - • 37 LZI MAX I HEIGHT FLANGE FRAME MAX LJ SECTION C-C (VERTICAL SECTION, FLANGE FRAME) I MAX VENT DLO MAX.. FIXED DLO - MAX WIDTH (RANGE FRAME) 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLo --4 [--- MAX VENT DLO --I MAX WIDTH O.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) I7,QK%h421da,�•] PRODUCT REVISED ooa�ofli�v wkh air. Pgodd e KOA- ada 17.0411.06 .V4M7.'ND CNAN=TN5 wEr. 8 z •.o 0 O a z�s LL $ a X o M +u ••a *_ '%�''•,D, '�'s. ti L'49" PI. PEAaar 6 . . ... . . . ... .. .. . . . .. .. . . . • • • . . . . ... rmdvwGFNW D1rs )RTL • 4PGIV • 1 4102 1 A IMANCEMMMEBEAD • ' ' • 2 4M5 I lSASHSrM • 06D6315 AL ' 3 N8X3/4PH.PANHEAD 7934AA 4 4053 SASH STOP ODVER SH 6063-T5 AL 6 4136 FLANCEFRAME SQL 6063-ISAL 64 7 4137 SIILADAPTOR • 7 8 401 ROVER TRACK • • • • • • 64I 10 71498 WlHIXBCONTR • • • FO�YPRM • 71298• 12 1616 ADfffiSIVBOPBrICSi.FQAM•P'AD ' ' 626 13 4002 A FIANGEFRAM IAMB 6M-WAL 612725 14 4134 GAMWFORMABIMWdBSIILMU 74134W/K IS I155 #8 X IA00 PNL SMS 78 16 4110 G SCREENADAYM 606345AL 6411OG 17 4054 B F17MMFEMiGRAiL 606�T6AL 64054A 19 4066 WS1P 187X FTNSEAL 64066G 21 4105 SASH TOP&BOT (IMRAIL 6063-TSAL 6LUM 22 1683 _WSW_MX2MBACr, FIN SEAL 616M 23 2251 IROUMHOUSIM&GUME 42112HD 24 226 BRASSROUERWHEEIS BRASS 7BRWHL2 29 4128 ALRO1UMSASH TOP OUBIB POiYPROP. 44IM 32 4006 D N83 SASEINMr RAIL 6063HS-T6AL 64006 33 1235 WSTP 170X.270BA FIN SEAL 67SI60 33 1096 SWEEPIATCH DIBCAST 71096 36 1016 "X A2S PH.FL SMS 7M 37 4126 SASHSIDERAIL 609-TSAL 641M 38 1693 WSM X270BA FlNSFAL 61683G 39 7M WEATHERi STRIP.187X275 67M 40 I]FTRAB,CIDMCAP 74078"C LORR 41 4]- IF.FRAMEHEAD 6063-76AL 64139 42 4140 . FRAMESML 600-TEAL 64140 43 4141 IF.FRAMEfAMB W6346AL 64141 50 aAZM DOW 79L 899 9950RCE7700 51 DM WMCLAMMINEADBUIBamm 677247W 52 1225 GIAY.MBEADBULB 6TP248IC 53 4039 B GLAZMBEAD-5/16' 6063-1EAL 64MM 34 4044 B aAZINGBEAD-5/16' W/GM KIT 6063T5AL 644703 55 4222 A C3AZINCB&1D-7/IW 6063-73AL 64M 56 1 995 C aAZINCBEAD-7/16' W/(itiiL3= 606313AL M. 59 1 4067 GLAZINGBHAD-13W 608-73AL 64067 60 kxASS 5/16F LAW(IT A. A90PVB US' A 61 ' S116- LAMI US" A..090PVIX 1j8" 62 " 5/16" LAW HS. MpvB, i/8" 63 7/16' LAMi 16' 090 3/16• A 64 7/16"LAMI A.MOM W14V 65 7/16" IAMI 16rMS090 3/1- D4V(;# W DISCRAVEM I MAIL I FM 66 LV16'IAMIIGI/8"A 3VAIRSY 5/16'LAMi 1/8'A :09D US"A 67 LVIC IAMIIGl/8"A 3V AI RSPA S/16" LAMI A U90 LW 68 LY16' LAIGUB'A 01KYr AIRSPA 5116" LAW090 1/S"HS 69 13/I6" LAWIG3116'A . 5/10AI RSPA 511W LAMI (VrA, 00 PVB, U8'A 70 13116' LAMI IGN16"A 5/16" AIRSPACF, Me LAID (VrA,.090PM3, LWIM 71 IY16' LORIGY16-A . NICAIRSPA 5✓19• WE 01M.09OFM IlrBM 72 1 ' 113fleLOUIGUB"A NMI U4"AIRSPA 7/16"LAW 6• A90 31CA 73 IY16" LAW IGl/rA (UN.1 IlC AIRSPA 7/16' LAW (3116-A, .090 3/16"BS 74 LA W fAMIIGl/S"A 1/4" AUtSPA 7/Ibr LADdt 16" .090 3/16" 75 LV16- LAW IG3/16"A OM.1 WW AIRSPA 7/16" LABS 6 .090 Y16'A 76 13/Ib" IAMIIGY16'A 3/16" AIRSPA 7/IC IABE 16-A A90 3/16 77 13/16 LAM IG3/16-A 3/16-AMSPA 7/16-LAMIONWIRM090M 3/16' 90 1014 SaM FRAME & VHi. 3105-814 AL 91 163o satEmtX)ipwSSYwmim POLYFROP. 92 16311 S(XM 0DRMRHEY W/0UT RWW POLYPROP. 93 1073 SCRH94 aww ST3I. 94 1 1624 SMM- XM DIA. FOAM H (PW 95 1 isms 1 SCREENSKDM-.135DIA.HARD EMPVC: 2.784 LT4 43 I.F. FRAME JAMB 04141, 8083-T8 4i I.F. FRAME HEAD 94139, 8063-T8 -:� u 2.710 —J 42 I.F. FRAME SILL #4140. 6083-TO &162 PRDDOUlyCTREVISED WIIaNeyp=wIW W FIMMa NOA-No. 17-0411 AS "ne4on Date12/21/2021 3a,Ull: CFUNOED GLAZWo BLKxx4L dd S y _ •r o N ZLL S MW a P! z.. 4 a *r o2 9 M w aw 66 9 o An J _o A S _' Y LYNp x No. 55705 Wz A LYNI NLLH, PE PLA 50M . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ese ••• ego • . . • • . • Ji•oe •• • • 2.710� O FLANGE FRAME HEAD O FLANGE FRAME SILL 04102A,6083-T6 #4138,80e346 "T48 082 --4 --.� �- SASH STOP O #4025 ea63rs 6 HORIZ. ROLLER TRACK W 131, 8083-T8 .082 1183 •349-4 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 I 1.096—�---- O GLAZING Bi . 5116" #40440, 8083•T5 (USED w/ GRILL Krr) 79 1.87 1.081 32 SASH MTG. RAIL MOW, eOMB-Te .050 I 678 1.098 666- 1 T GLAZING BEADt7/16" #4222A,6053-T5 -+{ 1.187 3. 90 O FRAME SILL ADAPTER #4137, 8063-T8 1. 87 062 OIL 17 FIXED MEETING RAIL #40648,6083H0-T8 29ry 37 SASH SIDE RAIL #4126, 6083T5 1.11s—ry--•-;T O GLAZING BEAD, 7/16' #085C,6083T5 NSW W► GML Krr) SASH STOP COVER 04053, 6063-Tb �- 2784-1 ,T S. .082 13 FLANGE FRAME JAMB #4002A,8093-T6 ff050 f 1 pL 878 1.090 b- O GLAZING BEA,5N6" , 6063-75 n A 050 --Ir r 1m 59 GLAZING BEAD. 13116" #4067,6063-Te PRODUCT REVISED eanpifh�a wNh tile rl•rFlf RoOdbM NGkN•. 1743411.06 3W 7: ND CHANGES THIS SHEET. � x 3 } A Off o O z§-eQf vw ppMON bz� ma a O � Q ro r� � A � x .......... ` 2 1} , *= A LYMN YBlIR RE . . ... . . . ... .. .. . . . .. .. . SEE ANCHOI BLE.SHEET IX WOOD BUCK, NOTE SEE ANCHOR TABLE.SHEETI 3EE ANCHOR•TABL4FfA HEFT 1 • •••y(�p • • • • • *E kCHCjt • • • • • • • TABLE,6HEL71 SEE AN • • • • TABLE. SHEET 1 000 • go 0 THIM •:•s4 • •.• • o ••• s•• • SEEANCHOR TABLE SHETTI • • 2x WOOD BUCK, • • • 3C THAT NOTES: NO7E I 13/ • MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2K ARE 1 1!2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 11J 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR Zx WOOO BUCKS. COME INTO DETAIL A DETAIL B 3. MATERIALS, NCLUDING BUT NOT LN l I -- TO STEEL REWS, CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 1/4" MAX SHIM I39 MIN. SEEANCHOR TABLE, SHEET I :HOR HEFT 1 4. 0.131' DLA- MN. X 2112" NAIL AT CORNERS AND 6" O.C. TYPICAL DETAILS S. H S 1. IW MAX SHIM SEEANCHOR !I TABLE, SHEET I TERIOR (JAMB DETAILS E, F 61) EXTERIOR 2-1/2" MIN. EMBEDMENT sEE ANCHOR EXTER1oR INTERIOR TABLE, SHEET 1 a - SEE ANCHOR (HEAD B SILL DETAILS A S C, D. G & H) t TABLE, SHEET 1 2x WOOD BUCK, NOTE I J ix WOOD BUCK, NOTE 1 J DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEEANCHOR TABLE, SHEET 1 114' SHIM rrM. 1AX • '' , .. 8EE ANCHOR ' •: TABLE. SHEET 1 SEE .. • 1WC•IOR TABS SEEANCHOR 2x WOOD , SHEET 1 TABLE, SHEET 1 BUCK. - DETAIL C NOTE I TYPICAL FLANGE FRAME SILL SEEANCHOR TABLE. SHEET 6 1i4" MAX. SHiIM SEE NOTE 1�MIN. .?• •,i I . ". '.: �-. SEE ANCHOR TABLE, SHEET 1 DETAIL D 2-tr2" MIN. EMBED DETAIL G (SILL) SEE NOTE 4 &r MIN. EDGE 5W MN. EDGE DETAIL H. (HEAD) Sff MIN. EDGE 2-11T MIN. SEE NOTE 4 EMBED DETAIL I (JAMB) PRODUCTy1d REVISED p Cu Q Co wttk the PI•r• KOA-N•. 17-8411 A6 mkphzftn a.a 12/Y1/2021 3"Ir REVISED NOTES TO COMPLY WR}t NEW ANf3•IOR4kOE ADDED NOTE 4. 52 2 2��. Z W N "r � � 4 sZ W r O O pm d a O 1, .rL rwp LYAuIrI�•I. ;�I �01 VAL I IG;�`��. A LYIN IUER RE PEJ UM .. .. . . . .. .. . VAft lm Deelpn PnRs-% DP (p.% • • XOorOX • • Ow.6 Mill OmW 1Yq/d cas. A, B, a M A Q E- F, L L 4 2r +7&Ol • &0 +750t 4&0 W or♦75ota&e « No/a6.0 +7"1-16.0 «750 / a o + 0l -75.0 +75 ta5o Ir 74' *76.0 0 + .0 -7&0 + O / + G&W K +7501-M +7501 a6.0 +7&0/a6A v +750lama +76A a6.0 1 +MO ai.0 e0' + 01.76.0 + BAIt20 +7&0 / 76.01 -7&0 1 a6.0 rr + 1.76A • I -750 +750/ 0 +7501 6A 6 4r 0SW ]0-Yr +7&0/4&0 +750/ 0 50 + / -?Lc 50 / +73.0 / 47&0/ - eo• OQ' g7r +7&Ofa6.0 + +110/a6A • 0/ 50 +7&01.76.0 +7501 76.0 +76.0/a&O + 0/a6A 37• 4r SW 4r *76.01 a6.0 +T50 / a0A *7&01-MA +71�0%• 71DW40*760! +76Ala6A +M01 a6A +75et- O 7r 74. 4750/46A 47&0/450 *76.0 .0 • 0 •71L 3T 6001r +76A1 • 0/ 0 owl+ +7&0/ +7&0/ / 4TSO/46A 00' + /. +750lama + .0/- 72" 74 + +750/ a6A Ar 161 64 +76A/a5o + + 101 ".0 +750/a6A +76.0/46A +750/a6A 07 �• #76.01- + ! + /. ♦ 0 T2• 776.0 / 7&0 +7501 a50 7T 48' er ♦76.0153 Mat-Wo +75.01 - ile • .0 -+zl 14U +7&0 +75 / '6A Jf 4• +74.21. 4.2 471LO I a6A *056l4e.0 +7&01 as o a&t + e6• + Ot + o1a50 ♦ 601a6A +7 / 50 ar 4750/450 + /-76.0 +7o.2IBM / .0 T4•443,61,UjB ++70A +76A I a6A FVK RIVtitt[JKtKiC OCC Qrl= I V. • s X�6l,1Yt-1IS MR • • Delp 1YB. wvai�. a 1410.0 1 + 6S +DOA 140.0 1 +X10 I 400AI40A • I-76A 26i 4eapI-WA 0 • • + a5o • • *7L0 r • +76A • 76A/ 0 6S Mae/a0A +7B.0ta50 m .eoAla -A +75 ar 6r + a o 74• 4KO141MO +76.0!76A K 400.0 40.0 +7&01 0 667/t6• +00.0 / a0.0 +76 1 a6A -mot- no +76A/-76A 40ao -MO «76A1a50 MW 3E3w 4WD/40.0 +76A/a10 460A 4KW +76A/a6A /410.0 ♦70.0 -750 +DOA I ♦ /a0.0 US +65.0/ 0 +7& 1-76.0 !0' 400.0l-no +76.017&0 6r 4r WOW 00.0 +76A1 a6.0 Te 4eo.o/ + o- -I no .0 +7&0/ &0 WNW +60. .0 +7&01-75.0 4r +0101 +76.01 a6A tlr 400•0 1404 +76A1 a&0 6r 400.0/410.0 06.O1 a6.0 Or 6040r 0 / 4w /4ROA + 1a6A K 4a 140.0 + 0 / a6A 6b7/1r 400.01-ft +MoI-76.0 41r +00.01410.0 +7501a6.0 6SW 0l40. + 0 .0 0/40. + 01a6A Or 04• 4010/ 0 +750/ 0 74• +Kof410.0 +750/4" K +OO.oI no +7&0146.0 00.71O o + ♦75 ! o I4 W "o' 00' 40a0/4R0.0 +7501 a6.0 K or r + - &0 2A 74 +=I-fto +1 I• .0 K / + 0 t 40.0 1 +76. 1 a6A +aaorao.o *7eA/ 6.0 �Vwwvw 400.6f41G.0 + O6T ! +75.0 IWdBwtn 0"I" Pleswn, DP (ptR Xt70 IM-la-tf0 ow.6 Nest GRAIII Now aw..TAN B,aH CO D.E-F.AK Or K +00.0/4Ra r 6A! .0 TT K 0/4R0.0 +00.014MO +OaO/�0A 400.0/40.0 * 0/d6.0 4&0146.0 6B 1 +W01410,0 +en r 4a0 40a0746A 400A P o + I NA «76A f a6. 1 111• A1411.0 1 -M0/410.0 + / A OSW e0' K +MOJ.W0 I 40001.40.0 H101.0 +Mot 014MO140.0 + 145.0 K 4en0I 4s40 •60.0 alas !4lnD +ea0/40A 47&ota6A w toll-w 4e00 41a0 +0001 A 400A / 4 IO 0 / III, +E0.0/ 4ft0 4=0I mg 44M 140.0 1+71014U 6SW OD' 60aw +00.0! 4ea0/4D.0 +60.0 4l0.0 f•OOA T4' se +On0I 41n0 +K014g0 40a0t4n0 41CLO 400AI4pA 400014I0.0 w 141MO ♦0a0140A Iw III- 0 / +OaO I-4" wur eor K-not4Ra0 / 40.0 40n0l4Ra0 +M0/ao.0 4MO14 LO +aaol4Roo +6&0140.0 0 a 74• ! +OOA/41a0 W tt • +00.0I.60.0 +On0/410.0 +7101 a0A 4e0Ar•Oa0 0 + / 0 • 76 6SW 400.0/40.0 400A/4q.0 +710/ 4W814Ra0 40n0/40. +MO145A 7'r +6a /aaD 1 Mot / ++ea0I:M fdoI 4n01a0.0 + of 4e0At41n0 400Ar4" *750t- 4WAI41n0 40n0/ono +7101 1410.0 -11 + SSW o 4enO/a0.0 4mol-wo +7501a6A ! +00.0/ +710/ .0 4• 460.o/4a0 46a0 +7501a6.0 140.0 + 0 4fto ♦no140.0 +7&01-= 100.11r 11 40D.0/4p.0 400.0/4RD.0 • / +0a0/40.0 + / + I er 4010 40A MO176.0 -MAI a0 40ao1410.0 +7"1 46uf-s" 4eaotaao +75ot 1 0 4p.0 1-71014&0 +75,0 ad tar 1P 465 IOU .60.014R5o +TLOt-76A / 47LO14LO -6"1 +010/4lDA 014XL0 I +TUI-711.0 W Or 460.0/ 40a0/-DOAI +T50I a5o +ea0140.0 4040I40A + a50 +76Ar-70.0w 71• ♦ r +00,0/ *MA1a6At a1-MI-10 14wmtar 400A/40.0 r + Ott SR1tt i t 1. GLASS TYPES: A. Sl1E" LAM] - (1/8" A.AW PVB, 1/6" A) B. S/16• LAMI - (1/8" A MV PVB,1/6' HS) C. 5/16' LAMI -(iAr HS,.OW PVB, lAr HS) O. 7/16" LAMI - (3fir A,A90' PVB, StUr A) E. 7/18` LAMI - (3116- A,.090• PVB, 3M(• HS) F. 7/16' LAMI - (3f1(' MAW PVB, 3116' HS) 0.13(16' LAMI IG -11W OR 3H6-A (MPI.). SHe" OR 3B" SPACE. SAW LAMI -(1/6' A -09W PVB, 1te"A) H.13/1W LAMI IG -1/6' OR 3f16' A (MIN.j 5/16" OR 3/6' SPACE, 5/16• LAMI - (1/6- A,.O90" PVB, 1/6" HS) I. 13/16' LAMI IG -1/6" OR 3fl W A (MIN., 5/16" OR 3V SPACE, SfUr LAM1- (1t6- HS..090- PVB,1/Or NS) J.13/16" LAMI IG -1/S" OR 3AS" A (MIN.1 3116' OR 1/4" SPACE, 7/16" LAM - (3/16' A,.OW PVB, 3116" A) K. 13/16- LAW IG -1/6. OR 3116• A (MIN.j 3f16' OR 1/4' SPACE, 7/16' LAM - (3H 6- A..O90• PVB, 3/16' HS) L 13/16" LAMI IG -1/6' OR 3/16"A (MIN., 3MS'OR t/4" SPACE, 7/16- LAM - (3/16' HS„OW PVB, 3(1(• HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED •• ••r• MM t•• FlorM• saudgaB 17-0411.06 lllo0•Mon Deft 1=11=1 ■7 8124177: UPDATED TABLE 7 IO OA N 8 -J LL •� NI O2 � w co IK W co ZZZ � _ 0: a � A LYlyly/4G u .. .. . .. .: ... Aea11orCAHOON%XO4WOK • wM1i Ei� 1yi1NA. B. C, R H IL I 00d VAD Owd, HQU )MOW aqA tbWasB time AWa 1fmd&= a JWb AlMa "nd& 1s C �.no 3r1+C2+1 2a' 2 1+C2+1 2 1+C2.1 2 4r 37.1w' 1+C2r1 2 1+C2.1 2 1+C7.1 2 t+Cb1 2 1+C2+1 2 1+C2+1 2 ar t.Ct+l 2 1+C2.1 2 1+Q►1 20 7r 7r Jr. 2 t+C2.1 2 1.C2+1 2 2H2+2 2 1+C2+1, 2 7+Cb1 2 2+Cb2 2 1+C2+1 2 WB;17 29 3r 3r 1.C2.1 2 1+C2+1 2 1+C2+1 2 4r 53Ur t+C2.4 2 t.13.1 2 1M20 2 4.C241 2 1.(2+T 2 4•t�.1 2 or 1+Q.1 2 t+C2+t° 2 1+Cbl 2 77 7r t+1z+t 2 1+C2.1 2 1+Cbl 2 2+C1•2 2 14Cb! 2 i-WO 2 2K2+2 2 1+C2+1 2 f+Cb1 2 3r ]s �s' l+MA 2 1 2 1.C2.1 2 4r iffl ! 2 1r 1. 2 tr(2+1 2 .f 2 2 1 2 or er f.0 l 2 1 2 2 f.C2./ 2 1.0 +l 2 1 7r 7r 2+C2+2 2 1+C2+1 2 1 2 2+C2+2 2 1+Ct+1 2 1.f20 2 37• 46 1.C2r1 3 I.-W 3 1+C2.1 3 4r gyr 1. 1 3 i+C2.t 3 1+CZ+1 3 +1 3 1.C2+1 3 t+Ci+1 3 ar ar 1.C2*1 3 1 3 W2+1 3 1+i2+1 3 1•C2+1 3 1+Mf 3 7r 7r 2+C2+2 3 1+Q+1 3 4+Cb1 3 2.C2+2 3 1+C2+1 3 t+CM 3 3r maw 00.1 3 i+C2+i 3 W2+1 5 4r suer 1+C2.1 3 1-00 3 t+C2+1 3 1+C2+1 3 1+C l 3 semi 3 or ar 1+C2N 3 1+C2+1 3 1 *-Ml 9 la;i 3 1M20 3 1 l#MI 3 7r 7r 2,�2 3 1.C2+1 3 1 1 GM 3 2+C]+2 3 1.C2+1 3 1 1+42+1 3 3r sr }+42+1 3 0WO 3 1 %420 3 w a31nr hQ+,3 1+C20 3 1+C2+7 %C2+1 3 1+C2+1 a1+C2r1 3 or or 1+00 3 1+C2+1 3 1.C2+1 3 ,+C3+1 $ 1+C4+1 3 142.1 3 7r 7r 2+13+2 3 1+C2+1 3 1+Cb1 3 bo+2 I 3 I-Q-1 3 1-1 s 3r ar 2.M-2 trC2+1 3 1+C2.1 3 1+C2+1 3 4r g> wao 3 1 3 1+62+1 3 3 I+C2+1 3 1+C2+i 3 ar w 1.C9h 3 1.C2+t 3 1+C2+1 3 I i-C3.1 9 1+0.1 3 1 1+C20 3 7r 74 I 2.M4 3 W2+1 3 1 +-Ml 3 3 /+C2+1 3 1 f.C2+1 3 3r or *C2.1 3 1+C2+1 3 1 1+C2.1 3 4r 53-W aa' 1+C30 3 1+Qrt 3 1*Cbt 3 1+00 ] 1+Ct+1 3 4+C1.1 i+C3+1. 3 f+Q+1 3 t+Q+t i or +Cd+ 3 1+C2+1 3 1+C2.1 3 3 3 1+C2+1 3 ]r 2+Ci+2 3 1.C2.1 3 1*C2+t 3 • - • 1rXoa70X •• w:;JrROvilfRY•,1P,E.F,J,K&L One Y 41b Amw I. %,dwoowB Amwaw*C FMd P%W s AI .Yni HM A fi J" 3r • • o•• • • 1.C2+1 2 t 1 2 1+C2.1 2 4V $3-Iff 1.C2+1 2 7.C2N 2 1 2 i+C2+1 2 trC2.7 2 1+C7N 2 •1*+1 1+0+1 2 1+C4+1 2 iE••ar • 72h 744 t+C*.i • 2 1+C2.1 2 1-1 2 s 2 1+C2+1 2 1+C2+1 2 • 2+C2+2 ,+C2+1 s 1+02+1 2 3r •1•a1c+1• 2 1+0+1 ••• t 14c&l t 4r aitrr 7.-C2.1 2 f+C2+1 s 1+CM+t 2 1.C2+1 2 1+0+1 2 1+C2.1 2 or A- 1.C20 2 t+C2N 2 1+Cta 2 1+C2+1 a 1+C2+, 2 1M20 2 72• 7r 2-C M 2 ,+C1+t 2 1+C2.1 2 2+C2+2 2 t+Ct+t 2 1+Cs+1 2 or aF.1r t+C2+1 2 1+C2H 2 1+C2.1 2 47- 1+Ck1 2 142+1 2 t 2 sabw' W i.C2.1 2 1+C2+1 2 2 /+C2+1 2 1+C2M 2 hC2M 2 x 7T 74, t+C2+1 2 /+C20. 2 t+C2+i 2 3+5.2 2 1.C2+1 2 t+CS+1 2 2+C2+2 2 t+C2+1 2 1+02" 2 sr 41r1s 1+a2.1 a NC2+1 3 4+Q2.1 s 4r .i1+C2+1 11 3 tC.4 a asatirr 3 1.0+1 a 1+C2H 3 t+C2.1 3 1+Cr1 sa ar 77 7r FI+C2 12a 3 1+i2+1 a N Q2a 1+C21 s +G 3 t+C2+1 a 1.C2.1 3 sr saw 1+C2N 3 1+C2.1 a 1+t•20 a 41r ssva 1+@.1 3 t+C2+1 3 1+CP.1 3 1+0+1 s 1+C2+1 3 HG2+1 3 1+Q+7 a 1+C2+1 3 1+C2+1 3 w Ir 7r 1.03+1 a t+C21 a 1+C2+1 a 2+Ca+2 a t+ct.t 3 a+C3+2 s 1+C3.1 s sr se 1+C1.1 s 1+C2H a JICR03 4r 1+C2+1 3 /+C2H a 1+C2.1 3 1+C2.1 3 1+C2+1 3 4r 1+C]+7 3 1M2+1 a t+C2o 3 Na11f 4r 7r ar t+C3+1 a 1+Ct.1 a 1d'2+1 3 2.C3.2 3 1+C2.1 3 1 +1 '3 2+C7+2 3 1+Cs.1 3 1+C2+1 s 3r or 1K2+1 s 1+C2+1 3 1+C2+1 3 4r as ur 1+Cs.1 3 t+C2+1 3 i+C3+t a 1+Cs+t 3 1+C2+1 a 1+et+t a w or 1 1 s 1+Q+1 s I#Ml 3 1+as+1 3 1420 3 1462rt a 7r 74• 2.Ca.2 3 t+Cs.t 3 1.G1.1 a 2.0+2 3 t+C2+1 3 MC2.1 s 3r Q i+C2+1 3 NC2.1 s t+C2+1 3 4r MAW irG1.1 a 1+CY+1 ] 1+C2+1 a 1+C3+1 s 1+C2+1 3 1+C2+1 a trp+1 3 1+C2.1 a 1 a t + 1+C2+2 3 1+C2N 3 2+Cs.2 3 1+02.1 3 t+C2 1 a 7r 2+Q+2 a 1+4=+1 3 f+C2+t Is TABLE KEY. O X I+C2+11 3 ANCHOR QUANiM PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHORAT OPERABLE PRODUCT REVISED VENT AND FDO:D SECTION. (4) •• withth• Flo'' � ANCHORS TOTAL AT HEAD AND SILL NOA-FA '17-0411.08 (4' MIN. O.C. ANCHOR SPACING)°1O° °osr 1 B 31V MAX. +i �4• MiN.,10-117 MAX. 3ft4f17: 1PD11TFJ) TABLE a 8. MAX X O EUVAMM MTG. RAIL 2 EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) U) L_� e 1N �Zam C', k vq .e NOTES p 1) WINDOW DP 1 ANCHOR QUANTITIES ARE BASED ON THE � = O FOLLOWING DIMENSIONS: 0 HEAD 3 SILL- 10 VY MAX. ON EACH SIDE OF RAIL CENTERLINE. MEETING 18 314• MAX. FROM CORNERS. _ JAMBS: 0• MAX FROM CORNERS AND 2211'1• •+.a MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER LYNN WINDOW IN TABLE.. ``�.�QNY .i 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN * : NO.5em WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G L SHALL HAVE A TEMPERED I.G. GLASS CAP. w��� ' •.}tO�OA,,: ' - BOTH THE DP AND ANCHOR QUANTITY REMAIN ,� ���� SS/G`�� UNCHANGED. v,��11AL 11�5` n11tt1 5) SEE GLASS TYPE DESCRFTiONS ON SHEET 2. A. L> MfA� PE. . . . . . . . . . . --- -- A1lttlw.clt.•ttaal.,xox,la-la-la wMpOls•aTyp••AI,6,C.gMA11 • • • 0.0 vMe21 *mm NlW A••wm.oA I ro•1we.gs I AICj1rr4" lineaM : Hoch= .ra lwaM Arra 4r aSt/r 2C 1+C2M+C2+1 2 f+CN1K.R+t 2 t+G2 l*C244 2 1.C2+1+432.1 2 14C2-1+C2+1 2 i4C2+1.0 m 2 a0' w t4CZ+W20 2 14C2.t+t M 2 14C2+14Cl•1 2/ t+C2+11.0+1 2 1+4320400 2 14C2+ t e s"tw 14C2+1# 2-t 2 t+C20`11+00 2 1KZ41+Cs+ CZH 1++C2+1 2 iarf 2M 2 t+CZww 1*C2+i+C2+1 2 1401N+C211 s 1+C+ f i 4r 14NIr ar 1+C2+i+C2+1 2 140*1+CN1 2 7+C3+1*62*1 1+C2+1+C21 2 1+C2+1+C2+1 2 1+C2+1+02.1 II 4T 14C2.1+C2+1 2 1+C2+1+C2+1 2 1.C2M4(Z+1 2 K 74- 1+1+C2+1 C1+ 2 ++CI+1+C2.1 2 I.M.I+C 244 2 14CZ.1+00 2 1+C2+1+CSM 2 W2-1+C�.1 2 ae G"tw 1+C4+1.0 0 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 +C20+0+1 2 1 14C 20-02M 2 14C2+1+061 2 4r aStt•' 38W+C2+1 1+0+1+02.1 2 1+C2+1+02+1 11 1 2 .CZ.1 2 1.Cb1+0t+1 2 NCd+NC2+1 2 or +C2.1 2 1+G2+1K2+1 2 1+MI+CSN 2 w 7e PS 2 14CZ.14C2+1 2 140 000 4-1 2 -C2M 2 1+C.'2. -C2#1 t+G2N+C2+1 2 K ab7tw CZ+1 2 1.C2+14C2+1 2 t+C2.1+C.d.f 2 .0+1 2 1+C2+1+C2+1 2 14C2+1+C2H 2 S l 4r 1+C2+ 4 a t+C2+1+C +l a +C2N+C2.t a i+CII+1+C2+1 s 4a;71+ 2H a 1+02+f+C2H a sr ++2+ a t+Z+1+C2+1 a a 7e N2H+C2+t a a 1+0.1.C2+1 a -cMoC. a[••-7retir 142+1402+1 a ++CHC2+1 a t#c2"*cZ+t a 1+CW#c +1 s 4111, aiVlr w4w 1+C2+t+C2H a t4cm402+1 a i+C2+1+c2H a 1+CZ+1+C2v+ a 14C M+C2H s ++C11+N0aH s 1+C2+1+CNf a 1+CZM+C2+1 a 1+C2+f+C8.1 s 4r 74' 1+ta+1+C2+1 a 11-0H+0./ a t 1 a 14{'2+1 1 a M02+;aRt a 14CZM+Ci+f a s4' etEJHr 1+02+i+C2M a 1+CZ-14C2+1 a t+CS+NQ+f 1 a NC241+C2+1 s i+Q+1+C2s1 a 1+C1+"Mf s 41F 81vr w +AMWXVf s raa la2e.l s 1+G#1+61P1 a 74Cd+NC2+1 a 14132+1+C20 a 1+C2+1+CZ+1 s •P 1+C2+1+C2-1 ai 1+C2UC2+1 a +C2+1 s ter Te 1+c2++C2+1 a +CMi a 1+0++C2H a 1+Cbi+C2+i 2 +2+1+(Z.1 a 1+C2MC2+1 a w 86vw 1+CM+C2+1 a +C21.42M s 14CW402+1 a t+C+t+C2+1 a 1+C2+++C2+1 a C2+NH a 4r r 14C+1+C24f s 1+02+++C2+1 a 1+C2+14041 2 •sr 1+C1 1 s 1 +C2M s +CH+0H a t4Ct.t4c2+1 1 +CM s 14r4..i+ s 7e 1+C+ 1+C2.1 a•r 14C2M+C2+1 s 1+0+1+02H a 14a2+1+C2+1 a ae as711r 1+C2+1+C2H s ++C20+0+1 2 +4=0*432+t s t+est+c2.t a 1+C2.1+00 a 1+C2MM2.1 a 411' ar 1+C2+14CW s 1+Q+1400 s 1+00402w1 s ilr or t+C1M+02.1 s NO3H+C$+1 a +02 a 1.C20-02-1 a t420 a 1C +C4+1.C2H a Taer 1+02+401 a 14C+t4-!r a 14C2++C261 a 1+M a 14 s i4C2+"07.1 2 s•7r f+MZ a 4 17 1 HCs.+Cf+1 s .+ Q a i+C2+"C2+t s • TABL 1: • •Artat•.4st�tela,zoK,ta-1a.1a •• • •1aMOanTyp••D.E.F,J.K&L tN1mR rtw.2 1Y12M • A 1 And=Qw*11 1 Ald•r4.pc N.asae 2•• mmd& • Jolb Howl aM rN 411' • • • • • t+C20-ml 2 1+C2+t.G2+1 2 1+13204041 2 as-w M 2+14C +1 2 1 +CdH 2 t+C2+1+C2+1 2 t+c2+1412+1 2 1+C2+1Kg+1 2 1 044-C2 1 2 2r 1M' a ! 1+C2H+C1+1 2 t+CZ+i+C2+1 2 1+gp4C2H 2 1+C2+1+C2+1 11 11+00-00 2 t.CZ+1.C2.1 2 14C24l4C2+1 2 14C2+14020 2 ItWftW 2 1+C2M+C2-t 2 14C2.14C2M 2 4V ar N04+14061 2 141Z+1+011+1 2 14C20+02M 2 WT 14C2+1+C241 2 1+0241+0.1 2 i+=41+0+1 2 aa' 140H+Ml 2 1+(Z+1+C2.1 2 1+02+1+C2+1 2 w 7e 1+CS+14C2M 2 /+C2+1+C2+1 2 W2H+02+1 2 NOSH 1 2 1+C2+1 + ! 1+CSMCZ+ +1 1 4 M w7fir 14CZM4C2+1 2 1+C2+1+C2+1 2 1+C2+1 2 1+C204C20 2 1+C2+l44*" 2 t+C20KZ+1 2 41r 3"W 14Z0042W 2 1+C2+1+C2+1 2 t+C2N+C2* M4e1• 1+041401.1 2 1+Q+1+C2+1 2 1+02+1+C2+1 2 or w +0+1+02+1 2 1.C2+I+C2+t 2 1+041*041 2 W2+1+02+1 2 i+C2-i+C2+1 2 1+C2N+0+1 2 ie 1+C2H+Cl+i 2 1Kd+1+CQ+1 2 1+C2+4+G+1 2 ae 1111,711111' t+C2+1+C@+t II 1+C2+1+@.1 I 14C2+i+C1+1 2 1+C2+1+02+1 2 i+c2+1.c2+1 2 1+C2+1+C241 2 4r 4r 142+140+1 a ++C2+1+G2+1 a t+C2+i.C2+t a sa41r er NCt+1+Ct+t a 1+00+132.1 a 14c2.1.C2.1 a HCZ+14C2.t s 144320+43261 s 1+tZ+1+CZ l s or r+c2.i+cz+1 a 1+C2-1+G2M a t+C2+1+02+1 a 7r aP aeJ/te' 1+02M+CZ+1 a ga;1+C2+1 a 1.C2+t+C2M a I+O2+ +C2+1 a 1+C2+1+C24-1 s 1+C2+1+041 a 1+CZ+1+02N a 1+C2+1+C2+4 2 1+C20+02M a Soar i+C2+1+C2M 2 1+C2H+C2+1 a i+C2+144 +1 a enue 1+ca.1+c2++ a uct-l-Ca-1 a f-mo+ m s t+c2M+=0 a "c2M+c2++ a t.rz l+c2.1 s 14r ar 7r 1+=01+C20 a t+C2+l-C 2+1 a 1+02M4C2 1 a 1+C2+1+02-1 a I-ck"-02M a 1+C2+14C2M a fe aeanr l+C2 4+C2t1 a t+C2+1+CZ+l a 1+C2+1+C2+1 s ++ra.i+c2.1 a 140+l+ca«1 a %C2+i+M-1 a 4r wwr ae 1+Cht+QM a f+CZ+locio a 1+ae.1+c2.7 a 1.02+1+C2M s t+C2+160i4 s 1+02+1+C2+1 a 1+C2+1 a 1+C2+1 a C2 +.1+02+1 s er 74- ++c2+1+ca.t a I+C2+1+02+1 a 14.1...1 a 1+0+1+0+1 a 1+C2+1K2M a 1+CZM.fZ+1 a u- a6771r 1.00+133M s 1+C2-14C M a t4C2+1+@41 s 1+CS+IKZM s 11+0-1.C2+1 s t+fZ+1+0+1 s 4r aivr er 14CZ414C 44 a 1+C2+VK*H a %C20+C20 3 HCW-C2M s 1.0C20 C1+1 a 1-C2+"C2.1 s a ar 1.KZM C2M 1.c2.+/+C2+t s NC2+14C2+i a 1+02+1+CL.1 a W24140441 s 1+CSH+00 a T! t4• a6711•" 1+Oa.1+0a41 s i+C2+1+CW a 1 +02+t a t.Ot"Ca-1 a 1+01-1+c2.1 a 114c20-00 a t+C201+CN1 a 4+00+00 s t+C2M+CZ+l s 4r Cr 1+CZ+1+C2+1 2 1+02+1+C241 a 14C241K041 a a w 1+0MM0+1 a 1400-C20 a 1+c2+14CZ+1 s i+C2-NC2M s 1+041+C2+r a 1+C2+ +C2M a or 7r 1+G1.1+cw a 1+C2M+02M s 1KZ+14C2M a 1+0+1.0011 a 1+Ct+1+C2.f a 1.C2+1KZ+1 a w 1+o+1.ca.1 s 1+C2+NCa.1 a 1+a+1+041 a n4mr 00+14CaM a 1+CZ+1+C2M i f+CZ+1+C2+t a TABLE KEY: X O ll+CS+I+C3+il 3 ANCHOR QUANTITY PER JAMB HEAD AND SILLANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED PRODUCT REVISED ON EACH MEETING RAt PLUS (1) ANCHOR AT EACH OPERABLE VENT as;•••ah:m %.m tm P1oridi PLUS (1) ANCHORS AT FIXED SECTION. NOA.me, 17-0411.06 (9) ANCHORS TOTAL AT HEAD AWD SILL. + one 1Yn1n021 (4- MIN. O.C. ANCHOR SPACING) my 3A4' MAX sr24t7: NIMTEO TARZ & 1 ---- MIN., 10-10 MAX ELEVATION. W MAX X O X 1-J f MTG. RAIL, TYP. x +w G N EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS > ., (SHOWN IN TABLE KEY ABOVE) v Z[eLyffi NOTES co 1) WINDOW DP A ANCHOR QUANTITIES ARE BASED ON THE p FOLLOWING DIMENSIONS: HEAD & SILL: 1011r MAX. ON EACH SiDE OF MEETING RAIL CENTERLINE. S O o 25 3W MAX. FROM CORNERS. 0 _ JAMBS: Or MAX FROM CORNERS AND 22 Itr ,ro MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. ��01tkY1LYtlk�fi'i,�i ��' V�1 •'�% 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS CiJsfaTE ' TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN d� '�� CQ .y.� '11 UNCHANGED. '•`,s,1 AL1t+`' 5) BEE GLASS TYPE DESCRIPTIONS ON SHEET Z A LYM MILLER P.E • . ••• • . . . . . . . . . . ..• . , ... . . • • ••• E 12: A•tltsrO.aI11A2a,XOX,1M-1Q-iM • • 1•100111 a7yFaaA.B,C,0,Na1 • • CNr 2•dh 01A.2 wW 1A.Ih•i *A A.*wromms Anwom O tt..aao .I.m Kmatw lam wrap or 1H2. t 1 1 2 a 1K7..G/ 2 t.02+ KZ*1 a 1KZN 2 or 1 11(2-i- M1 1-C2+ 14C2.1 1 1 9 1 1 scat 2 t s 1 .cx.t z 1R ar y t+C244 t --m .1 i. ,� tK2+1 1 1 2 +C2+f 2 1.@+ 2 .Ca.1 1 1 tar nr 7 2.CZ+I 1+02M .C2. +C2+1 1 HC2- 2 f.CM2402M 2 1+02.240+ 2 I-CW-W" a 1+0.24C20 2 N@.21C2t1 2 1+02.1.00 a 53-W Q 111• or 1-C2-1M2H 2 I-C M.Q+1 a 1+0.1M20 2 1+0M14C2M a 1+QM1K2+1 2 I+C2+M@H 2 1+020+C2-t 2 140042+1 2 1+02+1.@N 2 1-c2-20C2+t 2 142.1K20 2 I.C&I+C2+1 2 2r toamr tar 111• iaa'r 142.2-C20 2 t+G.t-C2+1 2 I -CI -I -CM a 1+C2.2 MM 2 1.02+11-C12+1 2 I+C2+1- Z+1 2 I a.02M a HOT+a-QM 2 1KZH+C2+1 a 1+CM2402M I.C2K4C2H 2 I.C2+1.aM 2 due ar 1+C2.t+C2.t a 1+C2+1-02.1 a 1.C2s1+C2+ 2 i+C2+1+C2H a 1-02-1+C7H i .C2+1+02H 7'r K I.C2•I+42+1 a I.C2+4.Cz+t � L 1.RM+02-1 a 1H;d+2+0H a 1462+1 a I+07-1-R411 a I+C7+2+CW a 14CS-Z•@M a 14C2+f+02+1 a taaar tar nr 00.1420 a I.C2+2.C24j a I+C2+1.C2H a t-CMa+CtH a I+C2+2-CMI a I-C2M+C2M a 1K2N.C2H a 1+CMa-C2i 1 a I.C2+1+024 a savr or �� IM2+140M/ a 1.02+1W2M a I I+C2Hai m a NC@H+CZH a HCZ+HCt i a +cm a T1' ar 1H2+1-01+1 I+C2.1+C2H a .1 I- 2-C2H 2 I.0 2.2-C2.1 7 1.C2M.C2-4 a I.C2-1+C2H a Ir taaalf• 10a' ttr 1-Q62+2+1 a 1K2+2.C2H a /.CMIM2M a a 1.cz .mm 2 2M2+1 a 1-QMM +C2 a I.r2.3+ctM a 14C2+2KZ+1 a HCa f-CZ-1 a I.C2410H a I-C2.24C2+1 a I-Q+2.C2+/ a SS4W or 7N M tH2.f-0M1 a t+C2+1+C241 2 / a 1+rsH.aH a I.cs+t+27+f a 1-CZ.1.C2N 1 +C2.1 a 144210+01+1 a t+C2+IK2H a 1+C242.C2N a 1+C2+1.Wt a 1+Cg-1 2 WSW for Ill* t-C2N.Ct+I a 1 Cavi-c N a NC2+1+C2.1 a 1.02.7.0.1 a HC2+VC2+1 a 1N7H+C2M a I+C2H.02.1 a H02.240M/ a t+C2+1.C20 a 1+C2N0C2H a IH."C2M a t+042-42M a WtK or 74 or or1+C2+2+C2.1 1+CW+C2H a 1H2H+CtM a t-0241-422-1 a 1+MI.C2N a t.C2.14CZ-I a i-CM+C2+1 a 1 1+C2H 9 K7+ a t.C"J+t•C2-1 2 a 1.C2+I.C3H a 1+CM a or tar Hr G 1+-a-qH a 1.CQ+2+=-1 a I.C.4"C20 a 1 a t.C2+ a I+C2.1.C2+1 a I+C3+3.3.1 a 1+C2-2.C2+I a I.C20K0M a I-CM3.01.1 a i-C2.2+0M1 a 1+0H067+1 a 534W or or l cm-c2N a t.O241+02.1 a 1+5-1.52+ I+C2.1.02" a 1-C2M+C2.1 a tKZH+C2.1 a Tr ar tr 42.1 a i.0+14CI.1 2 I-Q14C2.1 a a t.@M-@H 2 1.C2M+f2H a t-Ca-2..1 Q a HC7l402H a t.C2,1-C2H a 1a2alr I 1 a 1-C2+a.C2+t a t.ta.l.e:2.1 a 1+Ca-aK0.1 a 1;a;.-a M a - Itr I+CMa.0/-I a 1.C2.Z;3 a 1 /.C262.Ca.t a r` I =111x • • • • • •Aa•11•r0mmdm aaXC$116-fA-IM It OWN Types0, .F,J.K&L 000 • 0WIld tt+W Amdw A Osq• McYslam PC wra a•a aa• woman 2..6 • , • +t+0t+1 2 t t t 2 TP 1+CM2. + I 2 1+ M.Qat 1.C2+2+ 2 "C2H 2 1 r • • 1 : 2K2H t 1 - 2.2-C2+1 2 1+9201.0.1 a 1 1 2 t 1 1 x 1 1 2 • W r 2 1+Q+t 2 t t 2 x 2 TdW tar 11Y .02+2K5-1 a i;&72-+c-2-*i.02H 2 t I - t+f2+a.02+1 2 f.C2+2+C2+1 2 1+C2i2.Q1H 2 1+ 1 2 t.C2.2.C2H 2 1+C2.2$Ml 2 Mir 1+@H-OMt 2 1+02+1-0" 2 1H2H+C2+1 2 1 NC " 2 1+QH+OM1 2 I-CZ.iK2-1 2 iv-�M, 1-02+2-ca" a *+C*O+0t+1 2 1•C2.1+t2M 2 t 2.C2.1 2 1.02-1-CMI 2 1.CLM.02-1 2 taf.Yr "r ttr .c2+2+Cg-1 2 f.02.2H2H 2 1 +ox.t 2 M2+a.CKt 1 1+C2-2+02+1 a 1+CT-a+C2.1 2 l4c" f2 l a 1-CM-mvl 2 1.0+0+C2-I 2 + 2 %c*4K2.C2+t 2 1.0-2.C2N 2 5361W ar N, 1+0M1+C2+1 a I-M+I-47M a 1H2H+@M .C2-1M2H a 1-QN+QN a t.C2M-C2H a 7e •r 1+C2+2-C2+t 2 1K2H a t.at+Q+1 a t-Cl-2-f3N a 1.QM+C1+1 a tM2H-C2N a W t2avr Iar III, f.G2.a-C2-1 a IK2.2+02+1 a 1.RNK2N a 1H2-0-C2+1 i 1+C2-S.C2H a I.C2+2-C2H a 1H2.a.tlN 3 i.@*2.C2+1 a IH2+2+MM 3 t+02.a.CS+1 i I+C242+C2+i a I-04-=H a maw ar /0� I+C2H.Wi a 1+G244+02+1 a 1*42+1+020 a 1-C2. . a 7KZH-C2l 2 I+CxH.C2+t a 74 ar I.C2+2+C2-I a i-C2M.CZH a I-C2-1-0" a 2+ IK.7-C2-I a I-C2+1.C2-1 a I+C2H.C2+I a M taaair tOC 1n• /.ca.2N2.1 a t.CZ.2K2H a 1+0+1H1+1 a I+C2.a+GM a t.C212.CMt a /.C2#2+C3+t a 1+011* ca.1 a t+0M2-CtH a I.- / Ct 2 1KaNa-02N a f.f:L12+C2H a I•C2+2+CLH a W*W Ar 74• W1 f+ 2+1-C2M 3 i+Ca+1+02+1 a 1+CZ+t+e-1 a 1.1:2M49:30 a I-C2+1H2N a 1-cm- 2H 2 1-Ci.2+C21 a 1-C244+C2+1 a 14C2M-C2tI a ar aa' 1 a 1K20+01+1 a t+c244+CM1 a t+Ci+3.0:+1 a 1-Q.2.C2+1 a 1.0.1. 2H a to0.Vr Ill, I.Ca a.Ca.1 2 14C I-2-cm a I.Q+2+Q.1 a I+C"Ca.t a 14C.2-02s1 a I•C2.2+Q+1 a I+CMLC:31 a I-CI-2+0N a f+C242+0+1 2 wvr ar 1+C2.1K2+1 a 1+�-1+02.1 /H2H+C2+1 a 1+01+14201 a 1142.1+0-1 a 1+Q+1-0.1 a Te tK 1-C11* C2+1 a I+C2+1+C 2" a I+Q+1+C2.1 a 1+0400-1 a t46747-C2*t a 1+42H+C2H a w thaw tar 111• I�.� a I.02.2-C2.1 a 1+0.1+00 a i+cw 0/M a t4c2+2.@+1 a 1+024+CtN a t+CM4;5H a 11-C24O.02.1 a I-C2+2+C2M a 1+G4.3I-I 2 I+C2-2-02N a 1.OMa+CMt a ta-Vr orNC2-G1M I.C21-1042H a 1.0M140+1 a t+Q+1+Ci+1 a tt--0Cb2M+C2H 3 I.Q+C2N a mfl I.C2-a-CH a"cawQH a 3M1 aa t.@H 3 1tt1++..00CCJa2i+.HMaa+Ca1ia+H++tt1 2 1+02M.Q.1 a "CIO.C a .2.2.C2+I a 2 aaa 1412.2.C2.I 2 1+0410.1 a 1.C2.2+CM1 a 1+C2-AC2H a TABLE KEY: X O X +C2+2+C2+i 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAiL PLUS (1) ANCHORAT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SAIL (C MN. O.C. ANCHOR SPACING) 25 314" MAX. -�( j--W MIN., 10-V2" MAX. 0" MAX X O X •T- - - - MTc. RAIL TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP I ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 10 1/2MAX. ON EACH SIDE OF MEETING RAIL CENiERLNE. 25 3W MAX. FROM CORNERS. JAMBS: ir MAX. FROM CORNERS AND 22112" MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW N TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.Q GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED u&i,o.CoeanOM•o with the FbeWa mft MOA-m�� 17.0411.06 Owkaala• Vats 121VI2021 my�. ■I• ue =4217'UPDATED TABLE a ELEVATION. � of x o +� iii555 sr 0 1A� 0 IL 56- wits >« SZ w 9 v a o z = !X Q o Z .at ..n .`'�t`71tYILY *f'I"',� KOiYAL Tout IntNt A LYNC NITER, PE. rCWNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economy •... • .... This NOA is being issued under the applicable rules and regulations governing the use of ooneu"tion Atjerj0ls. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produc GGontrol Section to be • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdic�ibft�O�HJ). •. • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Rroduct C" of Section . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tha rigl'it to haleOis.producte te • 0• or material tested for quality assurance purposes. If this product or material fails to perform =A toe 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. RER reserves the right to revo;e this acceptance, if it.is determined by Miami -Dade County Product Control Section that this product or material faits to meet the F gWrements*": of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 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 renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page I of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable 000 building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing. � . - 0*0000 Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. 000900 ..... . PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 PolyseeAH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: .0000. 0000 ProducrDgseription .... • • • • Two component pol3 ur&[Cine fgam adhesive '. Dispensing Equipment" • • • • • : "": Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI-DADEumme COUNTY rply Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/142J85 • 0 .... Miles Laboratories NB-589-631 ASTM D 1623 " 02(01/�4• .' Polymers Division ...... ...... • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 .... '.. • . 041 @19% :....: • •: ..... Southwest Research Institute 01-6743-011 ASTM E 108 ••'..' 1 r/..&91 01-6739-062b[ 1 ] ASTM E 84 • • • • • • 01 /1605 • • �' Trinity Engineering 7050.02.96-1 TAS 114 .'. 0371T& P36700.04.12 ASTM D 1623 " 041?4/4; P39740.02.12 TAS 101 0272 ] A 2 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA. .. • • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roof ng ApeMMition • • • • • Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and NUgWVnce Hookle: •• 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed 13� 41"Adhesives and . • • • Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatows*%fbe autvLty-aving:" jurisdiction. •• ..... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is requirecibefor iiv, Ration..... • of any adhesive. The mix ratio between the "A" component and the "B" component sh:M trip aintained.between • • 1.0-1.15 (A): 1.0 (B). ....% 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RJ'113)00 or �C�P• :....: Adhesives ProPacO30 & 100 dispensing equipment only. ••*••• ' 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches ••� 3`0•..' , High Profile #2 17-19 sq. inches .. .. 3 • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at ' 12'grams perpaddy . head of tile 9-11 sq. inches at `• • • :' ` overlap • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (I each longitudinal '17 gramsoper bead .. edge) 20-25 sq. inches each ' bead ....,, •• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ` 34 gran0dyder pan ` LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL ## 1 Nall through plastk sw mat Paddy B&naMhT ) 1whoaroquiro4l, ltnclwtieym�� .•^'s4 a• F, N., Raftar s opli�anrrd Ems Clusure �•:�.• i 4 �;.--.�-��. �. . - ram'" � 'l�,rasclo Nell through plastic cement [ lwh*m required) tv in,x ~ ', 21t►.wld• Baihlens optional PeddylR*nmath Tilrl I Fea6. NA th.00gh PlO.tic nerpsrnt ssY�anr•qutrrdl ; P«dd'y 18onaachTile I _ k t0in.x� In. W a - batt•ns 1 optional y i have Couts• : j �ystix P' s c C s : Iarwc clsuse Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlook of the tile being set. ••.• 2. Continue in same manner: insure apprbXit attly 17• ..... (109.7 cmz) — 23 (148.4 cnli sgtiare it oh adhesive • • contact with the underside o:ht tile. •• •• ....;, •••••• • •..•.• • . . • • • •• •••• ••... •••••• • • •• .. •• • •••••• . • • Medium Profile / Double ;an "!ile . . •• •••••• •••••• 1. Starting at the eave courst7 apply a mini m u� 2" ; • • • •; (50.8 mm) x 10" (254 mm) x 1" (25.40rtlnr) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cmz) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 MAR ffi—.gk Nady 11MualhW1.1 twtun i� •t�d.+mar�a # X ti, � . 1 rO /ieYa�ssgoi�nil X Eaµi;x,u*w,: j f Eawsclawrt MIAMI-DADE COUNTY ..• Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock* U111a tile . . .... ...... being set. • ...... .. .. ...... Continue in same manner.Jui W. pproximsitely l0 ; • ... (64.5 cm) - cm ) 12 (77.4 . cave ..• cave inch adhesive • contact with the underside o� 6+e tile. • • 00000 . .. .. .. . ...... W: •. Medium Profile / Double Pats . . . . ...... 1. Starting at the eave course' ppplya mini"tµ 2" (50;a • • •; mm) x 10" (254 mm) x 1" (25.4 mm) f84W*j;tddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/1.0/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall 4"a an retwi pkastxs quxcrh PAddylsrneahTile) va�f�alF 111Pn 2 In'. tens agtlortal t�A k,. Eave Cow" 'Fascia taw d9swe " Orip edy. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8min) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown undgf?1"gan portion of the tile closest tb the, verlock dffhe tile • • • • • • .. . . . being set. ...... .. .. ...... 3. Continue in same manner. Insure apprgNmAjely 1 T& • • • • (109.7 cm2) - 19 (122.6 cn%).wAre inc:i ftjadsive ....0 contact with the underside.of 4wile. .... .....' .. .. .. . ...... . . . . ...... .. . .. . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 wail 1tKotrg plastl{ Cement Paddy (between tiles) dwhen recpciredI Battens optional � " Pa (under tile) Si le a on topaftae •`; ax41n. '. le pad `•. umn di single paddy on undedayment 2 x t in. ttlin. ••-.� ,�+ 2 in, ascia -H Eire Gomm Flatt4ow Profile Tile Nail through plastic cement Single paddy undw the iwhen requuirecq Paddy ibetween tiles] Battens paddy (under titel opltiona[ If single Pad on top oftile r� dsain, _ ` r x 4 in.'s Single paddy an u ynaent 4 110* `•'4` 2in. Eave Closure Eave Course fascia Medium ProtlleTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cmz) of adhesive contact with the underside of the tile -••• 2. Apply a 4" (101.6 mm) r. 4'. f 1.01.6 r r")•x " (25.4 • • � • mm) foam paddy onto the tinArlayrY^t ju:t below •• the second course line IMItWiTed foarfll)aMy • • • • • • under the strengthening rib To"r flat tile, or under dee e e pan portion of the tile, ciN 0sj to the nd� lock fo0 • • • • the second course tile tq pg j"talled. jpgiyre 90000 • approximately 8-9 in2 (j 1.%x S.1 cm'�gf adhesive ..... contact with the undersk6o. fethe tile. . . . . . ...... (Instructions continued on n,?Yl edge) •.'. • •• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nan through ,as Single paddy under tile {when required] Paddy )between tries) aanens optional ,- Paddy(underWei 4 5iarg18 dy on llit4e(ti ,^ P" s x 4 in. ,ems `a Singe 2 x 4 in. aP Paddd�yy on " toed tie- M4` Eave Course Fascia Weephole loin. 2 in. Eave closure f Dripedge High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cmz) - 11 (71cmz) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cmz) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •••• •••••• •••••• •• •• •••••• • •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 sq. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. ln.contactarea. --.o Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 04Sk6 cm2) square inch adhesive:onVl with theeedersido • • • • • of the pan tile. .• •• ...... .... ...... 3. Turn covers upside down exposing the undersilaeee: of the tile. Apply a m%iV1t1rn 1" (15.4 j►rri) x 1��• • (254 mm) bead of ad4q"jq &ectlyagq the inn e,I.... • edge of each side of tbo caner ti le.'4tdve: 000000 approximately 3/4" (t%viviiist to 1" (25a4 mm) e+ from the outside edgesoftheetile, i2)yaLJafree of••••• foam to allow for ex*nsy% 0 • 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cmz) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 Electric Tankless Water heaters INSTALLATION INSTRUCTIONS & HOME OWNERS MANUAL . . .... ...... ...... .... ...... IMPORTANT SAFETY INFORMATION •• • •••••• ;•• .... . .. ..... When installing or using any high voltage electrical appliance, basic safety precautions6hou4d always be ..:..• followed. Under no circumstance should you attempt to clean, install, inspect, repair,"sa4semble eF • • • • •; • first '. otherwise service this water heater, without shutting off all power to the unit diredV� the circdit breaker box. SERIOUS COULD OCCUR IF YOU ... :- BODILY INJURY OR DEATH IGNORE THIj WAjtNING THIS PRODUCT SHOULD BE INSTALLED BY A QUALIFIED ELECTRICIAN AND A QUALIFIW PLUMBEg- t'. ' ACCORDANCE WITH ALL NATIONAL, STATE, PROVINCIAL AND LOCAL ELECTRICAL & PLUMBING C(36E§. PLEASE READ THESE INSTRUCTIONS THOROUGHLY AND COMPLETELY PRIOR TO INSTALLATION & USE. FAILURE TO DO SO COULD CAUSE PROPERTY DAMAGE, SERIOUS INJURY, OR DEATH. This manual should be given to the homeowner after installation and should be retained for future reference. Proposition 65 Warning: This product contains chemicals known to the State of California to cause cancer, birth defects or other reproductive harm o Tested and certified by the Water Quality Association against NSF/ANSI 372 for lead free compliance. y�EPENDE� e ARecognize this symbol as an indication of Important Safety Information! 2 • • destroy this manual. Please read carefully and keep it in a safe place for future reference IMPORTANT SAFETY INFORMATION. READ ALL INSTRUCTIONS BEFORE USING QDANGERI WATER TEMPERATURE SAFETY SETTING Safety and energy conservation are factors to be considered when selecting the water temperature setting of water heater's thermostat. Water temperatures above the 1250F (52°C) can cause severe burns or death from scalding. Be 4we:o read and follow the warnings outlined on the label picturedbelow. This label We also located on the water heater near the thermostat access peneli • • •••••• •• •• �1 TimeITemperature Relationship1;Scaldst,. • • • • Water temperature over 125OF can cause severe bums instantly or death from scalds. Children, disabled and elderly are at highest risk of being scalded. See instruction manual before setting temperature at water heater. Feel water before bathing or showering. Temperature limiting valves are available, see manual. Notice: Mixing valves are recommended for reducing point of use water temperature by mixing hot and cold water in branch water lines. It is recommended that a mixing valve complying with the Standard for Temperature Actuated Mixing Valves for Hot Water Distribution Systems, ASSE 1017 be installed. Water Temperature Time, (p•PigVice a SIrlotj porn • 120°F (4VC) More tharl0miautes 125°F 52°C 1 1/24o 2 minetes • 130-F (54°C) Abou130 sesonds • 135°F(57°C) About *seconds 140'F(60°C) Less than 5 seconds 145°F(63°C) Less than 3 seconds 150°F(66°C) About 1 1/2 seconds 155-F(68°C) About 1 second Table courtesy of Shrines Burn Institute The chart shown above may be used as a guide in determining the proper water temperature for your home. © ® Households with small children, disabled, or elderly persons may require a 120°F (49°C) or lower thermostat setting to prevent contact with "HOT" water. The temperature of the water in the heater is regulated by the electronic control on the front of the water heater. To comply with safety regulations the thermostat was set at 120"F (49°C) before the water heater was shipped from the factory. Please consult Section 10 to learn more about setting your heaters temperature. Rotate right for higher temperature (up to 140°F (60°C) or rotate left for cooler temperature (as low as 80°F (27°C) will be displayed on the screen above the knob. Congratulations on the purchase of your Electric Tankless Water Heaterl You have purchased the most technologically -advanced electric tankless water heater on the market today. Your new electric tankless water heater features advanced water flow rate and temperature sensors designed to modulate power to the heating elements to maintain a user -selected output water temperature between 80°F (27•C) and 140°F (60°C) (subject to incoming water temperature and power of the selected heaters). To get the best performance and energy savings from your electric tankless water heater, it is important that it be installed in accordance with our instructions and the electrical and plumbing codes applicable to your area, and that you read this manual thoroughly for important operating instructions and tips. If you have questions at any time, please contact us directly at: Manufacturer's National Service Department • • • • • • • 400 Captain Neville Dr. Waterbury, CT 06705 Phone: 1-(800)-374,$80br '..'.: ...... • .... .. CONTENTS .. 1. BEFORE INSTALLATION " " •' ' ...... 2. SELECTING A LOCATION TO INSTALL • 3. MOUNTING YOUR WATER HEATER 00 ...... 4. PLUMBING INSTALLATION ' S. ELECTRICAL INSTALLATION • • • 6. SIZING GUIDE 7. GENERAL OPERATING INSTRUCTIONS 8. MAINTENANCE 9. TROUBLE SHOOTING GUIDE 10. USER INTERFACE PLEASE READ THESE INSTRUCTIONS THOROUGHLY AND COMPLETELY PRIOR TO INSTALLATION & USE. FAILURE TO FOLLOW INSTRUCTIONS COULD CAUSE PROPERTY DAMAGE, SERIOUS PERSONAL INJURY, OR DEATH. By installing this product, you acknowledge the terms of the manufacturer's warranty. Once the heater is installed, do not return product to the place of purchase. If you have any questions regarding the warranty or product return policies, please contact Manufacturer's national service department at 1-(800) 374-8806. Inspect all components. The contents of your box should include one of the following units: • 8kW • 11kW • 13kW • 18kW • 24kW • 27kW • 36kW 2 This product is designed to be installed indoors only. ® 0• • install this product in a location where it may be subjected to freezing temperatures. If the water inside your tankless water heater freezes, it can cause severe and permanent damage that is not covered under your warranty. 0 • s locate the water heater in a location that is difficult to access. Make sure that the water heater and hot water outlet pipe are out of reach of children so they are unable to tamper with the temperature controls or injure themselves by touching the hot water outlet pipe. The outlet water pipe can get very hot. This product does NOT require venting. Avoid installing your tankless water heater in a location prone to excessive humidity, moisture, or dustpor in an area where it may be splashed with water or other liquids. DO NOT install under water pipessor air conditionipg , lines that might leak or condense moisture that could then drip onto the heater. DO NOT UVJ-4llgbove Lb-WtOtal �,..:. boxes or junctions. ...:.. • © NPUT s The water heater should not be located in an area where leakage will result *damagertortrr area adjacent to it or to lower floors of the structure. Where such areas cannot be avoideo.it j%Wcommawed ..:..' that a suitable catch pan, adequately drained, be installed under the water heater. Make surtafollovlau 0co8e . • • • • • requirements for such installations as required for your area. We recommend that you instaµ @drip pan • •, (connected to a safe drain) below the water heater to avoid property damage in the unlikely event of aNl;g4: 000000 Alternatively, you can install an active water leak detector and shutoff valve designed to tdrn off your Oater :....: supply in the event that a leak is ever detected. 4' 0 Your tankless water heater should be secured to the mounting surface with 4 screws (minimum 1" (25.4mm) long) using the built-in mounting brackets on each side of the heater (heaters 18-36kW) and follow the installation template for heaters 8-13kW. Make sure that the mounting surface is solid and secure, and ensure that the unit is level prior to securing the screws. For ease of installation and servicing, we recommend that this product be installed in an upright position with the inlet and outlet water connections at the bottom of the unit for the 18, 24, 27, and 36 kW heaters, and with the inlet and outlet water connections on the left and right sides of the unit for the 8, 11, and 13 kW heaters. Recommended Clearances: 12" (304.8mm) above and below the heater 6" (152.4mm) in front of and to the sides of the heater ©Flammable materials should be kept at least 24" (609.6mm) away from your water heater and the hot water outlet pipe. 3 4- PLUMBING INSTALLATION Please follow all plumbing instructions carefully. We recommend that this product be installed by a licensed and qualified plumber in accordance with all applicable national, state, provincial, and local plumbing codes. Installation Instructions STEP 1: Thoroughly flush cold supply line of debris and connect the HOT WATER line to the water heater OUTLET located on the left side of the heater when facing unit. Connect the COLD WATER line to the water heater marked COLD WATER INLET on the right side when facing unit. STEP 2: After tightening both fittings at the water heater, open several hot water faucets and allow water to run though the water heater for at least 2 to 3 minutes. This process purges all the air from the water lines and MUST be performed prior to turning on the power at the unit. FAILURE TO FOLLOW THIS STEP CAN CAUSE PERMANENT DAMAGE TO THE HEATING ELEMENTS. If any maintenance is performed on the water heater or the home's plumbing system that may introduce air into the plumbing pipes, it is important to turn the powpgpff to the water heater and purge the air out of the lines before allowing the unit to power up.. . •.... STEP 3: Carefully inspect all connections, unions, and the pressure relief valve (if installedf for Wks. . - ...... .. .. IMPORTANT NOTES: 0 0 . ; 6 . 1. Do not solder any pipes with the unit connected to pipes — heat from soldering me*y darwage tRe 41Ao sensor. Doing so will void the warranty. ...... .... . . . 2. This automatic tankless water heater is equipped with both computer-controlleda6wwectro- mechanical auto resetting thermostat switches for high -limited temperature protection:Sinceths,; product does not use a storage tank, the use of a temperature pressure relief val fe (TMe) is ndt required for most installations. UL Standard 499 does NOT require that a pressure relief valve beUsed. MMuue'ver, a T&P valve may be required to meet installation codes in your area. If one is required, install the pressure relief valve in accordance with local codes and ensure that it operates correctly and that air is purged from the valve prior to installing the water heater. When connecting to Flex or High Temperature CPVC pipe, we recommend that a T&P valve be used for added safety. Please note: Installations in the Commonwealth of Massachusetts and State of Kentucky require a pressure relief valve. Please check your local installation codes for any special requirements. 3. The maximum operating water pressure is 150 PSI (1035 kPA). If the water pressure is higher, a pressure reducing valve must be installed on the main incoming water supply line prior to installing the electric tankless water heater. 4. Flexible water heater hoses are recommended to be used with your water heater as part of the installation. When connecting the inlet water pipe to the unit, make sure to use a wrench to hold the unit's connection, and another wrench to tighten, so that the flow sensor on the unit will not be loosened or damaged. Serious internal damage to the water heater can occur if the inlet or outlet connections are over tightened or if solder connections were made. 5. We recommend that a manual shut-off valve (ball valve) is installed on the inlet and outlet of the water heater so that there is a convenient shut-off point available in the event that future maintenance or servicing is required. It is extremely important to flush the lines to eliminate all plumbing paste or residue in the lines caused by any welding or soldering before connecting pipes to the water heater. We recommend that all the water pipes or hoses within 3' (1m) of the inlet and outlet connections be rated for high temperature applications with a 150°F (66°C) minimum. & i,WARNING-CHECK FOR LEAKS BEFORE PROCEEDING TO ELECTRICAL INSTALLATION! 4 0 OWN-= Manufacturer recommends that this product be installed by a licensed and qualified electrician in accordance with all applicable national, state, provincial, and local electrical codes. As with all electrical appliances, under no circumstances should you attempt to install, repair or disassemble this water heater without first shutting off all power to the unit directly at the fuse or breaker box. Make sure to shut off all breakers. SERIOUS BODILY INJURY OR DEATH COULD OCCUR IF YOU IGNORE THIS WARNING. All wiring (wire gauge) and circuit protection (breakers) must comply with the U.S. National Electrical Code (NEC) in the USA, or the Canadian Electrical Code (CEC) in Canada. Failure to do so could result in property damage and/or personal injury, and void your warranty. Note: The Canadian Electrical Code generally requires that all supply wires and corresponding circuit protection used for domestic hot water heating and hydronic heating applications be sized to a minimum of 125% of the maximum current rating of the heater (see heater specifications below for details). • • Before installing this product, ensure that the home has sufficient electrical power available tQhpndle the • • maximum amperage load of the applicable heater. '. . .. ; ...... .. .. IMPORTANT NOTES: ...:.. . 8kW,11kW and 13kW heaters require 1 set of wire and ground (see wiring diagram) .... .. . •.... • •.." 18kW heater requires 2 sets of wire and ground (see wiring diagram) ... - 24kW and 27kW heaters require 3 sets of wire and ground (see wiring diagram) ...... ..'.. • • • • 0 36kW heater requires 4 sets of wire and ground (see wiring diagram) • • • • • • • . . Please see electrical specifications by heater input and wiring diagram on the next page for additional""' electrical information. 9..0 .. . Each set of wires must be connected to its own individual double pole breaker. . . . • • • Installation Instructions STEP 1: Take each wire pair and connect them to one breaker (see wiring diagram). Make sure that each breaker is connected with one black wire and one red wire STEP 2: Using a suitable wire gauge that meets all applicable electrical codes for the size of the breakers used, run the correct sets of wire from the home's main breaker panel to the tankless water heater. STEP 3: A separate ground conductor for each incoming circuit is required. STEP 4: DOUBLE CHECK the electrical connections to make sure they are correct and that all wire connections are tight and secure. Also confirm that the correct breaker size and wire gauge has been used and confirm that the unit has been connected to a ground in accordance with applicable codes. STEP S: Confirm that all the air has been purged from the water lines prior to turning on power to the unit. Refer to STEP 2 in the plumbing installation section. © • Ensure that you have made the correct connections. You must follow the wire connection as shown to ensure proper operation of the unit. If you mix up one set of wires with another, the unit will not operate correctly even though it turns on and otherwise appears to function properly. The water heater is now installed and ready to usel Follow the General Operating Instructions to complete the setup. We highly recommend that this is done with the homeowner present. 5 Electrical Specifications by Heater input ELEMENTS 1 2 2 2 3 3 4 VOLTAGE 240 V 240 V 240 V 240 V 240 V 240 V 240 V MAX kW 8 kW 11 kW 13 kW 18 kW 24 kW 27 kW 36 kW kW PER ELEMENT 8 kW 5.5 kW 6.5 kW 9 kW 8 kW 9 kW 9 KW MAX AMPERAGE DRAW 33 AMPS 46 AMPS 54 AMPS 75 AMPS 100 AMPS 112.5 AMPS 150 AMPS REQUIRED BREAKERS 1 x 40 AMP 1 X 60 AMP 1 X 60 AMP 2 X 40 AMP 3 x 40 AMP 3 X 40 AMP 4 X 40 AMP REQUIRED WIRE GAUGE 1 x 8 AWG 1 x 6 AWG l x 6 AWG 2 X 8 AWG 3 x 8 AWG 3 X 8 AWG .4YCAVIG •*00 Wiring Diagram 8kW,11kW, 13kW heaters require 1 set of breaker and wire ..0 • L11 L2 18kW heater requires 2 sets of breakers and wires 36kW heater requires 4 sets of breakers and wires •0000 11 The chart below indicates maximum temperature rise for a given flow rate +Temperature electronically limited setting on adjustable thermostat on front cove ACTIVATION MAX MAXIMUM TEMPERATURE RISE'F (C°) FLOW FLOW 1(3.8) 1.5(5.7) 2(7.6) 3(11.4) 4(15.1) 5(18.9) 6(22.7) 7(26.5) 8(30.3) kW GPM (LPM) (GPM) GPM(LPM) GPM(LPM) GPM(LPM) GPM(LPM) GPM(LPM) GPM(LPM) GPM(LPM) GPM(LPM) GPM(LPM) 8 .3(1.1) 5(18.9) 55(31) 36(20) 27(15) 18(10) 14(8) 11(6) 9(5) 8(4) 7(4) 11 .3(1.1) 5(18.9) 77(43) 50(28) 38(21) 25(14) 19(11) 15(8) 13(7) 11(6) 9(5) 13 .3(1.1) 5(18.9) 89(49) 59(33) 44(24) 30(17) 22(12) 18(10) 15(8) 13(7) _11(6) 18 .3(1.1) 7(26.5) + 82(46) 61(34) 41(23) 31(17) 25(14) 20(11) • 18(10) ••15j8) • •• 24 .3(1.1) 7(26.5) + + 82(46) 55(31) 41(23) 33(18) 27(19)• • 29(13) _ 20(11) 27 .3(1.1) 7(26.5) + + 92(51) 61(34) 46(26) 37(21) 31(17J.... 4(14) • 13(;3) 36 .3(1.1) 8(30.9) + + + 82(46) 61(34) 49(27) 41(24),,: 5(19) 31(17) FLOW REGULATOR -OPTIONAL • • • • • • • • • • To ensure the optimal temperature output and overall performance of your tankless water beater you may. require a flow regulator. These flow regulators are installed on the outlet connection of your tankless water • heater and limit the maximum volume coming out of your unit to a specified flow rate to irevgntthe exit temperature from becoming too cool. To learn more about flow regulators or find out how td putchase te, for your tankless water heater contact Manufacturer's national service department at 1-(800)-374-8806. • • • Steps for Choosing a Flow Regulator 1. Find your heater input in the chart on the left 2. Choose the column with the inlet water temperature closest to your geographical location 3. Take the GPM or gallons per minute you find and match it with the corresponding flow regulator on the right Inlet Water 8kW 1.0 (3.7) 1.0 (3.7) 1.0 (3.7) 1.5 (5.7) 1.0 (3.7) 1/2" ECO IFR- Compressic 11kW 1.0 (3.7) 1.0 (3.7) 1.5 (5.7) 2.0(7.6) 1.5 (5.7) 1/2" 1-2 Compressic 13kW 1.0 (3.7) 1.0 (3.7) 1.5 (5.7) 2.0(7.6) 2.0(7.6) 1/2" Compressic 18kW 2.0(7.6) 2.0(7.6) 2.0(7.6) 3.0(11.4) ECO IFR- 3-4 2.0(7.6) 3/4" NPT 24kW 2.0(7.6) 2.0(7.6) 3.0(11.4) 4.0(15.1) 3.0(11.4) 4.0(15.1) 3/4" NPT 3/4" NPT 27kW 2.0(7.6) 3.0(11.4) 4.0(15.1) 5.0(18.9) 36kW 1 3.0(11.4) 4.0(15.1) 5.0(18.9) 5.0(18.9) 4.0(15.1) 3/4" NPT *Selection based on inlet temperature above and outlet temperature of 105°F (41"C) 7 7- GENERAL OPERATING INSTRUCTIONS Operating your new tankless water heater is similar to using any traditional water heating system. However, it is very important that you carefully read all of the setup procedures and operating instructions and tips to ensure the maximum performance and energy savings from your new water heater. We recommend that all members of the household read these General Operating Instructions. How your new water heater works: Your tankless water heater does not store hot water like a conventional tank -type water heater. It contains heating elements that are capable of heating water on -demand. As soon as you turn on a hot water faucet, a sophisticated flow sensor recognizes that you have turned on the water. This sensor measures flow rate while another sensor measures the incoming water temperature. This information is transmitted continually to the computer logic controls which decide how much power to send to the heating elements to heat the water to your desired temperature. Once the water faucet is turned off your water heater will turn off as well. Water Quality: Quality of water should be taken into consideration when installing and mak tairtfng the, ev4eC heater. Water conditions outside the recommended levels outlined below are not permitM?*Td can daMag'l' the water heater. Manufacture reserves the right to deny any warranty claim regarding dafflge suffered due to use in water conditions not in accordance with the table below. • If water heater is installed in an area that is known to have hard water that cause scale bujld;t�,the watrfvust be treated and/or the heater exchanger flushed regularly to prevent damage to heat exchaiagerAnd/or healing elements. a a n a n a A water treatment device or water softener should be installed to maintain optimal performance of th@>t► o; heater in hard water areas. Contact customer service for additional information on these $cce&?Qry kits' . . Chart for Recommended Water Qualitv Levels p11 ToUI Dh%W — F Re Corbeo OioJde Total Itordams Aluminum Cbloride Copper Iron \IanCuorte %lot Wid•(;WS) eCO21 1 •.S - Vp to .400 Up to S00 Cp to 200 0.04 10 6.2 Cp to 240 Cp to 1.0 Up to 0 t t p to 0.04 I Up to 0-4 WWI. MX11. ingd. otCtt. 0"111. mCtl. MZ1, ntC.'t. Sttr„fl. To ensure maximum performance of your water heater and to reduce the risk of a water leak, we recommend the following maintenance: Inspect the connections on the inlet and outlet of the water heater at least on an annual basis for any signs of damage or failure. Any signs of damage, cracks, leakage or weakness should be addressed. Take care not to over tighten the connections. Serious internal damage to your water heater can occur if you over tighten the water heater connections at the unit. IMPORTANT NOTES: 0 • As with all electrical appliances, under no circumstances should you attempt to install, repair or disassemble this water heater without first shutting off all power to the unit directly at the fuse or circuit breaker. SERIOUS BODILY INJURY OR DEATH COULD OCCUR IF YOU IGNORE THIS WARNING. When any maintenance is performed on the water heater or the home's plumbing system that may introduce air into the plumbing pipes, it is important to turn the power off to the water heater and purge the air out of the lines before allowing the unit to power up. FAILURE TO DO SO COULD CAUSE PERMANENT DAMAGE TO THE HEATING ELEMENT AND VOID YOUR WARRANTY. If you have a water supply with a high level of mineralization (hard water), you should increase the frequency of your maintenance. 8 Are you having problems with your water heater? Please call or email our customer service and technical support team for any help you may need. TOLL FREE 1-(800) 374-8806 The following table represents some of the most common technical support questions we receive. Before calling us, please read thoroughly to see if your question or problem is addressed. PROBLEMPOSSIBLE CAUSE SOLUTION Water heater is not heating at all (water No power or incorrect Make sure the breakers at main electrical panel are ON. You may have a is flowing but the unit is not heating - wiring. faulty breaker or unit may be wired incorrectly. the outgoing water temperature is the same as the cold water supply) - the flow rate is too low / Your water heater has an activation flow rate of approximately 0.3 GPM digital display does NOT light up, water pressure is too (1.1 LPM). If your water flow rate is less than this level, your unit will not low. activate. Increase the flow rate. Water heater is not heating at all (water • • is flowing but the unit is not heating - ; . • • • • • • the outgoing water temperature is the Internal part failure. Please call us for technical assistance. " • •' same as the cold water supply) The • • •' • • • • • • digital display DOES light up. • • • i • • • User temperature •••• •• • Turn up the temperature setting on the unit. • 0090 • : • • • setting too low. Depending on your incoming water temperature ;;V of yob:;y'Atet your water flow rate may exceed the physical heating cancity of your • Flow rate is too high. water heater. Reduce the flow rate by Installing arFTAUegulator. use the chart in section 6 to find out which flow regulator works best for your• • : • particular heater. • • ' • • • If It's a new installation, have your electrician double check the wl �It • • �• Water heater is heating, but the water Crossed wires. • possible that the wiring is incorrect. temperature is not hot enough. Voltage less than 240 The heating elements on your water heater are design for 240 volts. When volts. used with a lower voltage, they produce less heating power. You may need to upgrade to a larger input heater. You do not need to mix as much cold water with your tankless water heater Mixing too much cold compared to when you use a conventional water heater. You may also have an anti -scald feature on your faucet that is mixing cold water. These types water. of faucets can usually be adjusted to reduce the amount of cold water mixed. The computer chips in your tankless water heater are programmed with the expectation that your incoming line voltage is 240 volts. If you have less Voltage less than 240 than 240 volts, it may affect the reading on your water heater's digital volts. display and cause it to read slightly higher than the actual output temperature. To compensate for this, increase the setting on your water heater if you need / want hotter water. Your faucet may have an anti -scald feature or a tempering valve that The water temperature at the faucet is Anti -Scald automatically mixes cold water even when you turn your control lever or less or greater than the temperature pressure/balancing valve handle to full hot. These devices are usually adjustable so you can turn off setting of my water heater, or tempering valve. the cold mix completely. You can compensate for this by increasing the setting on your water heater if you need/want hotter water. As the hot water from the heater runs through the hot water delivery Thermal loss due to long system to your faucet, some heat will be lost especially if it has long distance to travel or the pipes are cold. This is normal. You can compensate pipe run for this by increasing the setting on your water heater if you need/want hotter water. Water temperature at Check your flow for too little flow, set point temperature is too high, or the faucet is too hot internal part failure. Call us for technical assistance. k 10- USER INTERFACE Power • Click adjustment knob, the display will turn on • Click the adjustment knob again, the display will turn off C/F Conversion • Press the adjustment knob for 3 seconds, the display will change from Fahrenheit to Celsius or vice versa Temperature Control • Turning the knob clockwise increases the set output water temperature • Turning the knob counter clockwise decreases the set output water temperature • You can set or adjust the temperature at any time between 80°F —140°F (27°C — 60°C). The tern persture can be changed to your desired setting. The display will only stay on when the unit is in Vse or when you are setting the temperature. • • • ! Hotter water increases the potential for Hot Water SCALDS ...:.. CAUTION — removing the cover to change the temperature set point exposes electrical shUtI ti burnalISAfds, which can cause INJURY or DEATH. Adjustment should only be done by a licensed plumbe* or electrician. • • Heater input: 8kW —11kW —13kW Heater input:18kW —24kW —27kW —36kW ; • • •; • I'n7 8�0 D 1. Hot Water Outlet S. Adjustment Knob & Temperature Control 9. Electrical Strain Relief 2. Cold Water Inlet 6. Wire Connection 10. Mounting Bracket (1") 3. Celsius/Fahrenheit Conversion (Press & Hold 3 sec.) 7. Brass Compression Nut 4. Temperature Set Point Display 8. Brass Compression Ferrule 8/11/13kW 12 (292.1) 9.75 (247.7) 3.75 (95.3) 18kW 18 (431.8) 14 (355.6) 3.75 (95.3) 24/27kW 18 (431.8) 17 (431.8) 3.75 (95.3) 36kW 18 (431.8) 19 (482.6) 3.75 (95.3) 10 TECHNICAL MANUAL *PC 14 SEER R-410A Package Air Conditioners .••••0 • R-410A .:::.: :000 with ':. •.: ...... Refer to Service Manual RS630001 1 (Horizontal) for installation, owratiaip, and:*. • ••• troubleshooting information. 0000 • • • • 000090 All safety information must be followed as provided in the Service4W&wal. '.. • ; Refer to the appropriate Parts Catalog for part number information. • : • Models listed on page 3. ; . • • • MW t r� This manual is to be used by qualified, professionally trained WAC technicians only. Goodman does not assume any responsibility for property damage or personal injury due to improper service procedures or services performed by an unqualified person. Copyright 0 2009 - 2013 Goodman Manufacturing Company, L.P. RT6322007r10 October2013 PRODUCT IDENTIFICATION The model and manufacturing number are used for positive identification of component parts used in manufacturing. Please use these numbers when requesting service or parts information. FG EP I C F14-1 BRAND: PRODUCT Amana® FAMILY: Brand C: Goofing PRODUCT TYPE: PRODUCT Package Unit SERIES: SEER Rating U11011M H I VOLTAGE: 1: 208-230v 1 ph/60Hz KthKIGEKANT: 4: R-410A CONFIGURATION: H: Horizontal NAL 24,000 BTUH 30,000 BTUH 36,000 BTUH 42,000 BTUH 48,000 BTUH 60,000 BTUH EMU MINOR REVISION: A: Initial RelAAH. ...... .. .. ...... .... MAJOR• RBASION: A: Initia; Releise ® WARNING HIGH VOLTAGEI Disconnect ALL power before servicing or installing this unit. Multiple power sources may be present. Failure to do so may cause property damage, personal injury or death. WARNING I Goodman will not be responsible for any injury or property damage arising from improper service or service procedures. If you Install or perform service on this unit, you assume responsibility for any personal injury or property damage which may result, Many jurisdictions require a license to Install or service heating and air conditioning equipment. WARNING installation and repair of this unit should be performed ONLY by indi- viduals meeting (at a minimum) the requirements of an "entry level technician" as specified by the Air -Condition- ing, Heating, and Refrigeration Institute (AHRI). Attempting to install or repair this unit without such background may result in product damage, personal injury or death. 2 r PRODUCT IDENTIFICATION The model and manufacturing number are used for positive identification of component parts used in manufacturing. Please use these numbers when requesting service or parts information. GPC1424H41AA GPC1430H41AA GPC1436H41AA GPC1442H41AA GPC1448H41AA GPC1460H41AA ...... .. .. .... ...... •••• • •• ••••• 5mm •••• ••••• model specific • • • • " • • • • • • • • . • • • • • 5 mm information : : • • • : • • • • • • begins on page 29. : • • • • WARNING I The United States Environmental Protection Agency ("EPA") has issued various regulations regard- ing the introduction and disposal of refrigerants introduced into this unit. Failure to follow these regulations may harm the environment and can lead to the imposition of substantial fines. These regulations may vary by jurisdiction. Should questions arise, contact your local EPA office. ,A WARNING Do not connect or use any device that is not design certified by Goodman for use with this unit. Serious property damage, personal injury, reduced unit performance and/or hazardous conditions may result from the use of such non -approved devices. WARNING To prevent the risk of properly damage, personal injury, or death, do not store combustible materials or use gasoline or other flammable liquids or vapors in the vicinity of this appliance. 3 PRODUCT DESIGN *PC14 Package Cooling Units are designed for outdoor in- - stallations only in either residential or light commercial appli- cations. The connecting ductwork (Supply and Return) can be con- nected for either horizontal or vertical airflow. In the vertical application a matching Roof Curb is recommended. A return air filter must be installed behind the return air grille(s) or provision must be made for a filter in an accessible loca- tion within the return air duct. The minimum filter area should not be less than those sizes listed in the Specification Sec- tion. Under no circumstances should the unit be operated without return air filters. A 3/4" PVC pipe is provided for removal of condensate water from the indoor coil In order to provide proper condensate flow, a drain trap is supplied and shipped loose inside the unit for field installation. (Do not reduce the drain line size.) Refrigerant flow control is achieved by use of restrictor ori- fices. *PC14 units use the FasTest Access Fitting System with a saddle that is either soldered to the suction and liquid lines or is fastened with a locking nut to the access fitting box (core) and then screwed into the saddle. Do not re- move the core from the saddle until the refrigerant charge has been removed. Failure to do so could re- sult in prop_eft damage or personal injuly. The single phase units use permanent split capacitor (PSC) design compressors. Starting components are therefore not required for these units. A low microfarad run capacitor as- sists the compressor to start and remains in the circuit dur- ing operation. All *PC14 units have EEM indoor blower motors that are en- ergized by a 24V signal from the thermostat and are con- stant torque motors with very low power consumption. The EEM features an integral control module. Air for condensing (cooling cycle) is drawn through the out- door coil by a propeller fan, and is discharged vertically out the top of the unit. The outdoor coil is designed for .0 static. No additional restriction (ductwork) shall be applied. Conditioned air is drawn through the filter(s), field installed, across the coil and back into the conditioned space by the indoor blower. *PC1424-301-141 * use Copeland Reciprocating Compressors. *PC1436-6OH41 *use Copeland Scroll Compressors. There are a number of design characteristics which are different from the traditional reciprocating compressor. Due to their design Scroll Compressors are inherently more tolerant of liquid refrigerant. NOTE: Even though the compressor section of a Scroll compressor is more tolerant of liquid refrigerant, continued floodback orflooded start conditions may wash oil from the bearing surfaces causing premature bearing failure. - Scroll Compressors use white oil which is compatible with 3GS oil which may be used if additional oil is re- quired. - Operating pressures and amp draws may differ from stan- dard reciprocating compressors. This information may be found in the "Cooling Performance Data" section * % Location and Clearances , , , • Y YY .. NOTE: To ensure proper condensat8'd4titige, unit must be installed in a level position. • YYYY • YY °g 1110 / WALL I?. UNIT ti Outside Slab Installation - Horizontal (H) Minimum clearances are required to avoid air recirculation and keep the unit operating at peak efficiency. YYYYYY 2 PRODUCT DESIGN Rooftop Installation - Horizontal (H) In installations where the unit is installed above ground level and not serviceable from the ground (Example: Roof Top installations), the installer must provide service platform for service person with rails or guards in accordance with local codes or ordinances or in their absence with the latest edi- tion of the Uniform Mechanical Code Section 305. NOTE: Unit can also use roof curb. 1,& WARNING TO PREVENT POSSIBLE•PROPERTY*OAMGE, TJZ ., UNIT SHOULD REMAIN IN•ANAUPRIG-HT POSITION.' DURING ALL RIGGING ATfDjUOVINGrOPbdATION&. TO FACILITATE LIFTING Al B'MOVING IF A CRANE IS USED, PLACE THlssijl4['1'r IN AngADjEQUAr�9.. CABLE SLING. r... ' •• ••••• Refer to Roof Curb InstallalioKIMtructions•for proper cart installation. Curbing mustrbe installed:pAftplianCe M;6 the National Roofing Contragtor;Assoctation Manuat • 5 PRODUCT DIMENSIONS B *PC14[24-60]H41 ** Chassis Model A B Small *PC1424 22 30 *PC1430 22 30 Medium *PC1436 24 35 *PC1442 24 35 Large *PC1448 24 383/4 *PC1460 — 24 38% Dimensions in inches BACK VIEW (DUCT OPENINGS) •••••• •• •• • 0 PRODUCT DESIGN HKR ELECTRICAL DATA *PC14[24-60]H41 ** Circuit #1 Circuit #2 Model and Actual kW & BTU Minimum Circuit Maximum Overcurrent Minimum Circuit Maximum Overcurrent Heat Kit Usage Ampacity at 208 / 240V Protection (amps) Ampacity at 2081240V Protection (amps) at 240V at 208 / 240V at 208 / 240V *PC1424H41* -- — — -- HKR05*,C* 24 / 27 30 / 30 — -- 4.75/16,200 HKR08*,C* 33 / 38 40 / 40 -- — 7.0 / 23,800 HKR10*,C* 45 / 51 60 / 60 -- — 9.5 / 32,400 *PC1430H41* -- -- -- -- HKR05*,C* 24 / 27 30 / 30 -- — . A75 / 16,2QQ• • HKR08*,C* 34 / 39 40 / 40 -- •. • 1-07.4/ 23,800 . HKR10*,C* 45 / 52 60 / 60 -- * � •:" --;T* 32,400P • • HKR/P15*,C* 45 / 52 60 / 60 22125 30 • • • 14.25 / 48• *PC1436H41* -- — ' •• • .' '.. • -- ..... HKR05*,C* 24 / 27 30 / 30 — • *; • •; • •4.- 5 / 16,20L HKR08*,C* 34 / 39 40 / 40 -- "--" * • TO / 23,88o •; HKR10*,C* 45 / 52 60 / 60 -- �; 19.5 / 32,400' HKR/P15* C* 45 / 52 60 / 60 22 / 25 30 / 3Q ' •?415 / 4 60b *PC1442H41* -- -- •� •• -- :"" HKR05*,C* 25 / 27 30 / 30 -- — • • 4?75 / 16,200 HKR08*,C* 34 / 39 40 / 40 -- — 7.0 / 23,800 HKR10*,C* 46 / 52 60 / 60 -- — 9.5 / 32,400 HKR/P15*,C* 46 / 52 60 / 60 22 / 25 30 / 30 14.25 / 48,600 HKR/P20*,C* 46 / 52 60 / 60 43 / 49 60 / 60 19.5 / 66,500 *PC1448H41* -- -- — -- HKR05*,C* 25 / 28 30 / 30 — -- 4.75 / 16,200 HKR08*,C* 34 / 40 40 / 40 -- -- 7.0 / 23,800 HKR10*,C* 46 / 53 60 / 60 -- — 9.5 / 32,400 HKR/P15*,C* 46 / 52 60 / 60 22 / 25 30 / 30 14.25 / 48,600 HKR/P20*,C* 46 / 52 60 / 60 43 / 49 60 / 60 19.5 / 66,500 *PC1460H41* -- -- — -- HKR05*,C* 26 / 30 30 / 30 — — 4.75 / 16,200 HKR08*,C' 36 / 40 40 / 40 — — 7.0 / 23,800 HKR10*,C* 48 / 54 60 / 60 -- — 9.5 / 32,400 HKR/P15*,C* 48 / 54 60 / 60 22 / 25 30 / 30 14.25 / 48,600 HKR/P20* C* 48 / 54 60 / 60 43 / 49 60 / 60 19.5 / 66,500 IMPORTANT NOTE: A separate powersupply is required for the HKR heater kit. All wires and overcurrent protection devices are sized for use with electric heaters only and without refrigera- WARNING I tion. If heaters are not installed with above wire size, overheating and fire could occur. See PACKAGE COOLING SPECIFICATIONS section for minimum circuitampacity and maximum overcurrent protection during refrigeration cycle. ACCESSORIES *PC14[24-60]H41 ** ACCESSORIES - *PC/*PH****H UNITS Part Number Description OT18-60A Outdoor Thermostat Kit w/Lockout Stat OT/EHR18-60 Em ergency Heat Relay Kit HKR Electric Heat Kit PCCP101-103 Roof Curb PCP101-103 Downflow Plenum Kit PCP101-103R8 ..so Downflow Plenum Kit w/ R-8 Insulation , • • • PCEC 101-103 Downflow Economizer for GPC-(H) A/C - To Be Used With PCP101;1 Q;. . • • • PCEH 101-103 Downflow Economizer for GPH-(H) Heat Pump - To Be Used With P'bV fd1-103 ' PCMD101-103 Manual Damper - To Be Used With PCP101-103 PCMDM101-103 Motorized Damper -To Be Used With PCP101-103 Osseo. GPHMD101-103 Manual Damper for Horizontal Applications e • SORPCH101 Square to Round Adapters 16"&14" • • • • • SQRPCH102-103 Square to Round Adapters 18"&14" SQRPC101 Square to Round Adapter - For Use With PCCP101-103 Curb 16" Rounds SQRPC102-103 Square to Round Adapter For Use With PCCP101-103 Curb 18" Rounds PCFR101-103 External Horizontal Filter Rack PCEF101-103 Elbow & Flashing w/ R-8 Liner CDK36 Flush Mount Concentric Duct Kit CDK36515 Flush Mount Concentric Duct Kit w/ Filter CDK36530 Step Down Concentric Duct Kit CDK36535 Step Down Concentric Duct Kit w/ Filter CDK4872 Flush Mount Concentric Duct Kit CDK4872515 Flush Mount Concentric Duct Kitw/ Filter CDK4872530 Step Down Concentric Duct Kit CDK4872535 Step Down Concentric Duct Kit w/ Filter SPK30-60 Single Point Wiring Kit BLOWER PERFORMANCE DATA GPC14[24-60]H41A*/B* Dry Coll Data E.S.P (In. of H2O) Model Speed Volts 0.1 0.2 0.3 0A 0.6 0.6 0.7 1 0.8 CFM 934 759 755 638 581 489 - - 71 230 WATTS 95 77 76 73 83 90 - - a CFM 990 837 801 744 696 652 601 - = � T2,T3 230 WATTS 107 94 105 110 119 133 142 - CFM 1061 989 947 925 876 - - - t9 T4, T5 230 WATTS 126 134 146 158 169 - - - CFM 1022 929 894 829 797 748 695 643 T 1 230 WATTS 116 114 126 134 144 156 •'?6g. 173 Q CFM 1103 1063 1012 962 931• ' :- • • `t = T2,T3 230 " a WATTS 142 154 165 173 18�" - `•-•• •�•• CFM 1285 1240 1202 1 163 112,t •1076 .10 4j6 1 oa. a T4, T5 230 WATTS 205 218 231 244 25700 • 268 O M&. CFM 1234 1111 1071 1024 93j3•• .622 :•� '-"" � 71 230 WATTS 144 140 152 164 1 -1:90• •483 r - •' Q CFM 1287 1232 1186 1133 10y99 1053 .•r:• '-"'• T2,T3 230 WATTS 162 175 1 187 201 21.3,• •:221 •• ;s••• T CFM 1381 1325 1277 1233 1181 1144 T4, T5 230 WATTS 195 203 217 233 247 258 - - CFM 1272 1197 1145 1106 1055 998 947 906 T1 230 WATTS 160 168 183 191 211 220 230 243 a CFM 1357 1297 1244 1 194 1147 1099 1049 1008 = ri T2,T3 230 .a WATTS 188 202 213 228 245 255 267 284 T C FM 1537 1478 1431 1386 1336 1293 1253 1208 O T4, T5 230 WATTS 244 258 274 288 303 317 329 341 CFM 1418 1383 1349 1312 1275 1228 1178 1141 T1 230 WATTS 242 258 273 282 299 308 320 338 a CFM 1175 1635 1645 1515 1510 1450 1430 1400 = X T2,T3 230 WATTS 395 420 436 445 455 465 470 475 CFM 1845 1790 1715 1685 1590 1580 1530 1500 C7 T4, T5 230 WATTS 490 505 520 535 550 560 570 575 Ib CFM 1850 1765 1710 1625 1575 1535 1495 1435 a T1 , T2, T3 230 v WATTS 360 375 380 390 400 410 420 430 x CFM 2025 1900 1840 1780 1725 1650 1620 1580 T4, T5 230 WATTS 575 595 620 630 645 655 660 670 NOTES: 1 . Data shown is dry coil. Wet coil pressure drop is approx. 2. 0.1" H2O, for 2 row indoor coil; 0.2" H2O, for 3 row indoor co it and 0.3" H2O, for 4 row indoor coil 3. Data shown does not include filter pressure drop, approx. 0.08" H2O. 4. Reduce airflow by 2% for 208V operation. 0 BLOWER PERFORMANCE DATA Dry Coil Data GPC14[24-60]H41 CA Model Speed Volta ES.P (In. of HzO) 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 CFM 922 873 823 774 724 675 626 576 U Ti 230 WATTS 74 85 96 107 118 129 140 151 CFM 922 873 823 1 774 724 675 626 576 T2,T3 230 WATTS 74 85 96 107 118 129 140 151 v a � T4, T5 230 CFM 1069 1020 971 921 872 822 773 724 WATTS 102 113 124 135 146 157 168 179 CFM 1048 993 939 884 829 775 720 0VW 0 T1 230 WATTS 97 109 122 134 147 159 • • i 72 :� ' 230 CFM 1123 1068 1014 959 905 850 • ':/96 74f WATTS 123 136 148 161 173 186 ..198 211 T4, 75 230 CFM 1244 1189 1135 1080 1026 971 ' • 917 0 844 • WATTS 158 170 183 195 208 220 • • • • J 83 . • 21& CFM 1151 1097 1042 988 933 879 ; • 9 eW4 7700 r T1 230 WATTS 132 144 156 169 181 194• 206 •� 219 T2,T3 230 CFM 1261 1215 1169 1123 1076 1030 • 984 937 WATTS 131 144 157 169 182 194 207 •.220 a � T4, T5 230 CFM 1376 1330 1284 1237 1191 1145 1099 1052 WATTS 170 182 195 207 220 233 245 258 CFM 1165 1122 1080 1037 995 953 910 868 U T1 230 WATTS 118 130 142 154 166 178 190 202 V. T2,T3 230 CFM 1258 1216 1173 1131 1088 1046 1004 961 WATTS 150 162 175 187 199 211 223 235 T4, T5 230 CFM 1511 1469 1427 1384 1342 1299 1257 1214 WATTS 239 251 263 275 287 299 311 323 CFM 1421 1367 1314 1260 1206 1152 1099 1045 U T1 230 WATTS 170 182 195 208 220 233 246 258 T2,T3 230 CFM 1696 1643 1589 1535 1481 1428 1374 1320 WATTS 287 299 312 325 337 350 363 375 v T4, T5 230 CFM 1859 1805 1751 1698 1644 1590 1536 1483 WATTS 356 368 381 394 406 419 432 444 CFM 1507 1459 1410 1362 1314 1266 1218 1169 U T1 230 WATTS 168 175 183 191 199 207 214 222 T2,T3 230 CFM 1694 1646 1598 1549 1501 1453 1405 1357 WATTS 296 303 311 319 327 334 342 350 v o. � T4,T5 230 CFM 1965 1917 1869 1821 1773 1724 1676 1628 WATTS 481 1 489 496 504 512 520 528 535 10 BLOWER PERFORMANCE DATA *PC14[24-60]H41 D* Model Speed Volts ES.P. (In. of Fh O 0.1 0.2 0.3 0.4 0.6 0.6 0.7 0.8 CFM 922 873 823 774 724 675 626 576 T1 230 Watts 74 85 96 107 118 129 140 151 T2 / T3 230 CFM 922 873 823 774 724 675 626 576 = a V a • Watts 74 85 96 107 1 118 129 140 151 CFM 1231 1179 1127 1074 1022 969 917 865 T4 / T5 230 Watts 168 180 193 205 218 230 243 255 CFM 1048 1 993 939 884 829 775 72A.. 6% b T1 230 Watts 97 109 122 134 147 '..159: IV** 184.. = T2 / T3 230 CFM 1123 1068 1014 959 905 "VO- */A •. 741 Watts 123 136 148 161 173 .�186 1980 211 V a T4 / T5 230 CFM 1462 1409 1357 1305 1252 ••t20b ;I14�•. 1095 Watts 241 253 266 278 291 • • • St v • 32,8. CFM 1151 1097 1042 988 933 m • •S7.9 824 770 • • T1 230 Watts 132 144 156 169 181 194 206. 219 0 CFM 1261 1215 1169 1123 1076 .'1Q30 984 967 r. T2 / T3 230 Watts 131 1 144 157 169 182 194 .261. 120 v a CFM 1577 1 1525 1472 1420 1367 1315 1263 1210 T4 ! T5 230 Watts 277 1 290 302 314 327 339 352 364 CFM 1165 1122 1080 1037 995 953 910 868 b T1 230 Watts 118 130 142 154 166 178 190 202 `i !. T2 / T3 230 CFM 1258 1216 1173 1131 1088 1046 1004 961 Watts 150 162 175 187 199 211 223 235 v a CFM 1645 1602 1560 1517 1475 1433 1390 1348 T4 / T5 230 Watts 285 297 309 321 333 346 358 370 CFM 1421 1367 1314 1260 1206 1152 1099 1045 T1 230 Watts 170 182 195 208 220 233 246 258 o CFM 1696 1643 1589 1535 1481 1428 1374 1320 T2/T3 230 Watts 287 299 312 325 337 350 363 375 t� a « CFM 1983 1928 1873 1818 1763 1708 1652 1597 T4 / T5 230 Watts 553 565 578 591 603 616 629 641 CFM 1507 1459 1410 1362 1314 1266 1218 1169 T1 230 Watts 168 175 183 191 199 207 214 222 T2 / T3 230 CFM 1694 1 1646 1598 1549 1501 1453 1405 1357 Watts 296 1 303 311 319 327 334 342 350 C� a CFM 1919 1 1870 1822 1774 1726 1678 1629 1581 T4 / T5 230 Watts 449 457 465 472 480 488 496 503 11 BLOWER PERFORMANCE DATA H Q U w co w w w D Q W 0- 2 w co D a O D F- m 0 o- 0 0 0 00 0) Goo 0 Co Lo It 3SW MjniV83dW31 w co w x 2 co LL o U co E Q x H U- a U 0O F- O o LL D CL H m D • •• O F .. m ... U U • cM N 0 Lo Im O Lo O IT 12 PACKAGE COOLING SPECIFICATIONS GPC14124-363H41AA GPC1424H41AA GPC1430H41AA GPC143SH41AA COOLING COOLING CAPACITY, BTUH 24,600 28,400 35,600 CAPACITY SEER / EER 14.5 / 12.1 14.0 / 12.1 14.0 / 12.0 UNIT VOLTAGE (NAMEPLATE) 208-230/1/60 208-230/1/60 208 230/1/60 ELECTRICAL AMPS (TOTAL) 10.5 13.16 20.06 SPECIFICATION MINIMUM CIRCUIT AMPACITY 12.5 15.6 24.2 MAXIMUM OVERCURRENT PROTECTION 20 25 40 COMPRESSOR TYPE RECIP RECIP SCROLL RATED LOAD AMPS 7.9 9.8 16.7 LOCKED ROTOR AMPS 41 ,55 • • • • a9 CONDENSER HORSEPOWER 1 /6 W4 0 '***1/4 • • FAN MOTOR RPM 815 156 0 0 � • •...& • • FULL LOAD AMPS 1.1 1.5.. ' 1.5 LOCKED ROTOR AMPS 1.7 3t7 • : '.. 6.0 ' CONDENSER FAN BLADE DIAMETER (INCHES) / # OF BLADES 22 / 3 .41- / 3 % .. •;1L2 / 3 ..; CONDENSER FACE AREA - SQ. FT. 13.4 048040 *13.4 • • • COIL NUMBER OF ROWS 1 1 ' 1 • FINS PER INCH 24 •.0, ; 24 EVAPORATOR HORSEPOWER - NO. OF SPEEDS 1/2-5 1/2-5 ..'. •1/2 - 5 BLOWER FULL LOAD AMPS 1.5 1.86 1.86 MOTOR LOCKED ROTOR AMPS NA NA NA MOTOR SPEED TAP - COOLING T2 T2 T2 RPM 1050 1050 1050 EVAPORATOR DIAMETER X WIDTH (INCHES) 10 X 8 10 X 8 10 X 8 BLOWER HI EFFICIENCY COOLING CFM 850 1,050 1,200 5 TON NOMINAL COOLING CFM NA NA NA FAN ONLY COOLING CFM 800 950 1,100 MAX EXTERNAL STATIC PRESS (Wc.) 0.5 0.5 0.5 EVAPORATOR FACE AREA - SQ. FT. 5.25 5.25 5.2 COIL NUMBER OF ROWS 3 3 3 FINS PER INCH 16 16 14 GENERAL FILTER SIZE - SO. FT. * 20 x 20 x 1 20 x 25 x 1 25 x 25 x 1 INFORMATION DRAIN SIZE (INCHES) 3/4' 3/4" 3/4" EXPANSION DEVICE ORIFICE (0.057) ORIFICE (0.060) ORIFICE (0.065) REFRIGERANT CHARGE R-410A (Oz.) 83 78 80 POWER SUPPLY CONDUIT KNOCKOUT SIZE (IN. 3/4, 1, 1-1/4 314, 1, 1-1/4 3/4, 1, 1-1/4 LOW VOLTAGE CONDUIT KNOCKOUT SIZE (IN.) 112 1/2 1Q SHIPPING WEIGHT LBS. 310 310 370 OPERATING WEIGHT LBS. 300 300 1 360 (') Maximum Overcurrent Protection Device: MUST use Time Delay Fuse or HACR type Circuit Breaker of the same size as noted. 'Calculated external filter size based on air velocity of 300 ft/min. Wire size should be determined in accordance with National Electrical Codes. Extensive wire runs will require larger wire sizes. Unit specifications are subject to change without notice. ALWAYS refer to the units serial plate for the most up-to-date general and electrical information. IMPORTANT: While this data is presented as a guide, it is important to electrically connect the unit and properly size wires and fuses/circuit breakers in accordance with the National Electrical Code and/or all local codes. Data shown is w/o electric heaters. 13 PACKAGE COOLING SPECIFICATIONS GPC14[42-60]H41AA GPC1442H41AA GPC144BH41AA GPC146OH41AA COOLING COOLING CAPACITY, BTUH 4Q000 46,500 57,500 CAPACITY SEE R / EE R 142/ 12.0 14.5 / 12.0 14.5 / 12.0 UNIT VOLTAGE (NAMEPLATE) 208-230/1/60 208-230/1/60 208-230/1/60 ELECTRICAL AMPS (TOTAL) 22.2 24.2 30.7 SPECIFICATION MINIMUM CIRCUIT AMPACITY 26.6 29.1 37.3 MAXIMUM OVERCURRENT PROTECTION (1) 40 45 60 COMPRESSOR TYPE SCROLL SCROLL SCROLL RATED LOAD AMPS 17.9 19.9 26.4 LOCKED ROTOR AMPS 112 109 134 • • • CONDENSER HORSEPOWER 1/4 1/4 ••• : 1/4 •� FAN MOTOR RPM 1075 1075 e: • 1075 •. •'. FULL LOAD AMPS 1.4 1.4 .. 1 A ' LOCKED ROTOR AMPS 2.9 2.9 • • • 2.9 CONDENSER FAN BLADE DIAMETER (INCHES) / # OF BLADES 22 / 4 22 / 4 • • �: 22 / g • • • + CONDENSER FACE AREA - SO. FT. 17.0 19.1 • • ... 19.1 • • ' COIL NUMBER OF ROWS 1 1 0 2. FINS PER INCH 24 21 '• ••••� ••• 16'il EVAPORATOR HORSEPOWER - NO. OF SPEEDS 1/2-5 3/4-5 3/4 ti5• • 0 . BLOWER FULL LOAD AMPS 2.9 2.9 2.9 MOTOR LOCKED ROTOR AMPS NA NA NA MOTOR SPEED TAP - COOLING T2 T2 T2 RPM 1050 1050 1050 EVAPORATOR DIAMETER X WIDTH (INCHES) 10 x 8 10 x 8 11 x 8 BLOWER HI EFFICIENCY COOLING CFM 1,300 1,600 1,600 5 TON NOMINAL COOLING CFM NA NA 1,800 FAN ONLY COOLING CFM 1,200 1,400 1,600 MAX EXTERNAL STATIC PRESS (W.C.) 0.5 0.5 0.5 EVAPORATOR FACE AREA - SQ. FT. 6.2 6.2 7.0 COIL NUMBER OF ROWS 4 4 4 FINS PER INCH 14 14 14 GENERAL FILTER SIZE - SQ. FT. ` (2) 20 x 20 x 1 (2) 20 x 20 x 1 (2) 20 x 25 x 1 INFORMATION DRAIN SIZE (INCHES) 3/4" 3/4" 3/4" EXPANSION DEVICE ORIFICE (0.072) ORIFICE (0.076) ORIFICE (0.088) REFRIGERANT CHARGE R-41OA (Oz.) 118 123 188 POWER SUPPLY CONDUIT KNOCKOUT SIZE (IN. 3/4, 1, 1-1/4 3/4, 1, 1-1/4 3/4,1, 1-1/4 LOW VOLTAGE CONDUIT KNOCKOUT SIZE (IN.) 1/2 1/2 1Q SHIPPING WEIGHT LBS. 370 400 400 OPERATING WEIGHT LBS. 360 390 390 (') Maximum Overcurrent Protection Device: MUST use Time Delay Fuse or HACR type Circuit Breaker of the same size as noted. Calculated external filter size based on air velocity of 300 ft/min. Wire size should be determined in accordance with National Electrical Codes. Extensive wire runs will require larger wire sizes. Unit specifications are subject to change without notice. ALWAYS refer to the units serial plate for the most up-to-date general and electrical information. IMPORTANT: While this data is presented as a guide, it is important to electrically conned the unit and property size wires and fuses/circuit breakers in accordance with the National Electrical Code and/or all local codes. Data shown is w/o electric heaters. 14 MODEL: GPC1424H41A* EXPANDED PERFORMANCE DATA COOLING OPERATION Outdoor Ambient Temperature 65 1 75 1 85 1 85 1 105 1 115 Entering Indoor Wet Bulb Temperature IDB* Airflow 59 1 63 1 67 1 71 59 63 1 67 1 71 58 1 63 1 67 1 71 59 1 63 T 67 71 59 1 63 1 67 171 59 63 67 71 MBh 24.1 25.0 27.4 - 23.5 24.4 26.7 - 23.0 23.8 26.1 - 22.4 23.2 25.5 - 21.3 22.1 24.2 19.7 20.5 22.4 SIT 0.74 0.62 0.43 - 0.77 0.64 0.45 - 0.79 0.66 0.46 - 0.82 0.68 0.47 - 0.85 0.71 0.49 - 0.85 0.71 0.49 Delta T 17 15 11 - 17 15 11 - 17 15 11 - 18 15 12 - 17 15 11 16 14 11 - 955 KW 1.57 1.60 1.66 - 1.70 1.73 1.79 - 1.81 1.85 1.91 - 1.91 1.95 2.02 - 1.99 2.04 2.11 - 2.06 2.11 2.19 AMPS 6.6 6.8 7.0 - 7.1 7.3 7.5 - 7.7 7.9 8.1 - 8.2 8.4 8.7 - 8.7 8.9 9.2 - 9.2 9.4 9.7 HI PR 233 251 265 - 262 282 298 - 298 321 338 - 339 365 386 - 382 411 434 - 422 454 479 - LO PR 111 118 129 - 118 125 137 - 122 130 142 - 128 137 149 - 135 143 156 - 139 148 162 MBh 23.4 24.3 26.6 - 22.9 23.7 26.0 - 22.3 23.1 25.3 - 21.8 22.6 24.7 - 20.7 21.4 23.5 - 19.2 19.9 21.8 - S/T 0.71 0.59 0.41 0.73 0.61 0.42 - 0.75 0.63 0.44 - 0.78 0.65 0.45 - 0.81 0.67 0.47 - 0.81 0.68 0.47 Delta T 18 16 12 - 18 16 12 - 18 16 12 - 18 16 12 - 18 16 12 17 15 11 - 70 850 KW 1.56 1.59 1.64 1.68 1.72 1.78 - 1.79 1.83 1.90 - 1.89 1.93 2.00 - 1.97 2.02 2.09 - 2.05 2.09 2.17 - AMPS 6.6 6.7 6.9 - 7.1 7.2 7.5 - 7.7 7.8 8.1 - 8.1 8.3 8.6 - 8.6 8.8 9.1 - 9.1 9.3 9.6 HI PR 231 249 263 - 259 279 295 - 295 317 335 - 336 361 382 - 378 407 429 - 418 449 474 LO PR 110 117 128 - 116 124 135 121 129 141 - 127 135 148 - 133 142 155 138 147 180 - MBh 21.6 22.4 24.5 - 21.1 21.9 24.0 - 20.6 21.3 23.4 - 20.1 20.8 22.8 - 19.1 19.8 21.7 - 17.7 18.3 20.1 S/T 0.68 0.57 0.40 - 0.71 0.59 0.41 0.73 0.61 0.42 - 0.75 0.63 0.43 - 0.78 0.65 0.45 0.78 0.66 0.45 - Delta T 18 16 12 - 18 16 12 - 18 16 12 - 19 16 12 - 18 16 12 - 17 15 11 - 745 KW 1.52 1.55 1.60 - 1.64 1.68 1.73 1.75 1.79 1.85 - 1.84 1.88 1.95 - 1.92 1.97 2.03 - 1.99 2.04 2.11 - AMPS 6.4 6.6 6.8 - 6.9 7.1 7.3 7.5 7.6 7.9 - 7.9 8.1 8.4 - 8.4 8.6 8.9 - 8.9 9.1 9.4 - N PR 224 241 255 - 252 271 286 286 308 325 - 326 351 370 - 367 394 417 - 405 436 460 - LO PR 107 114 124 - 113 120 131 - 117 125 136 - 123 131 143 - 129 137 150 - 134 142 155 - MBh 24.5 25.2 27.3 29.3 23.9 24.7 26.7 28.6 23.4 24.1 26.0 28.0 22.8 23.5 25.4 27.3 21.7 22.3 24.1 25.9 20.1 20.7 22.4 24.0 S!T 0.84 0.78 0.57 0.37 0.88 0.78 0.59 0.38 0.90 0.80 0.81 0.39 0.93 0.83 0.83 0.40 0.98 0.86 0.85 0.42 0.97 0.87 0.68 0.42 Delta T 20 18 15 10 20 19 15 11 20 19 15 11 20 19 15 11 20 18 15 10 19 17 14 10 955 KW 1.68 1.62 1.67 1.73 1.71 1.75 1.81 1.87 1.82 1.87 1.93 2.00 1.92 1.97 2.04 2.11 2.01 2.06 2.13 2.20 2.08 2.13 2.20 2.28 AMPS 6.7 6.8 7.1 7.3 7.2 7.4 7.6 7.9 7.8 8.0 8.2 8.5 8.3 8.5 8.7 9.1 8.8 9.0 9.3 9.6 9.3 9.5 9.8 10.2 HI PR 236 254 268 279 265 285 301 314 301 324 342 357 343 369 389 406 386 415 438 467 426 458 484 505 LO PR 112 120 131 139 119 126 138 147 123 131 143 153 130 138 151 160 136 146 158 168 141 150 163 174 MBh 23.8 24.5 26.5 28.5 23.2 23.9 25.9 27.8 22.7 23.4 25.3 27.1 22.1 22.8 24.7 26.5 21.0 21.7 23.4 25.2 19.5 20.1 21.7 23.3 SIT 0.81 0.72 0.55 0.35 0.83 0.75 0.57 0.36 0.86 0.77 0.58 0.37 0.88 0.79 0.60 0.38 0.92 0.82 0.62 0.40 0.92 0.83 0.63 0.40 Delta T 21 19 16 11 21 19 16 11 21 19 16 11 21 1P 16 11 21 19 16 11 19 18 15 10 75 850 KW 1.57 1.60 1.66 1.71 1.70 1.73 1.79 1.85 1.81 1.85 1.91 1.98 1.91 • 1.95 •2. 2.06 IR99* 2,Dj 2.11 2.18 2.06 2.11 2.19 2.26 AMPS 6.6 6.8 7.0 7.2 7.1 7.3 7.5 7.8 7.7 7.9 8.1 8.4 8.2 98.4 • • 8 • • 9.0• 08.9 9.2 9.5 9.2 9.4 9.7 10.1 HI PR 233 251 265 277 262 282 298 310 298 321 339 353 339 • • 65• 386 • 4OZ D12401 434 452 422 454 479 500 LO PR 111 118 129 138 118 125 137 145 122 130 142 151 128 137 149 159 0136 eV3 156 166 139 148 162 172 MBh 22.0 22.6 24.5 26.3 21.5 22.1 23.9 25.7 20.9 21.6 23.3 25.1 20.4 21.0 22.8 24.4 19.4 20.0 21.6 23.2 18.0 18.5 20.0 21.5 S/T 0.78 0.69 0.53 0.34 0.81 0.72 0.55 0.35 0.83 0.74 0.56 0.36 040 e. • 0.W Pq.7 0.88 0.79 0.60 0.39 0.89 0.80 0.60 0.39 Delta T 21 19 16 11 21 20 16 11 21 20 16 11 21.0 D0 6 • 1 • 2,j . 2,00 16 11 20 18 15 10 745 KW 1.63 1.56 1.61 1.67 1.65 1.69 1.75 1.81 1 1.76 1.80 1.86 1.93 10860 1Ap 1.97b •2.03 01.91 1098. 2.05 2.12 2.01 2.06 2.13 2.20 AMPS 6.5 6.6 6.8 7.1 7.0 7.1 7.3 7.6 7.5 7.7 7.9 8.2 8.0 .2 9t4 $. 896 7 ; 9.0 9.3 9.0 9.2 9.5 9.8 HI PR 226 244 257 268 254 273 289 301 289 311 328 343 329 354 374 390 3 3 421 439 409 440 465 485 LO PR 108 115 125 134 114 121 133 141 119 126 138 147 12 133 145 154 131 139 152 161 1 135 144 157 167 * DB: Entering Indoor Dry Bulb Temperature NOTE Shaded area is ACCA (TVA) conditions • • 0 � • • • . High and low pressures are measured at the liquid and suction access fittings. • : • • • ; � • n O O r_ G)^Z M Tm N OT N ic Z 0 M v Ma 0 N �T i I FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner. STEFANO CARNEATO Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (2458.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 2006.20 ft2 3. Number of units, if multiple family 1 b. Interior Frame - Wood, Interior R=13.0 252.50 ft2 c. Interior Frame - Wood, Interior R=5.0 200.00 ft2 4. Number of Bedrooms 2 d.N/A 10. R= ;;,� ft2 4r1 a 5. Is this a worst case? o Ceiling Types (2056.0 sqft.) Insulatioh• ... • •v • • . 6. Conditioned floor area above (ft2) 2056 a. Under Attic (Vented) b. N/A . Q . R=30.0 •2056,00 ft2 " • R= . grade Conditioned floor area below grade (ft2) 0 c. NIA . . ft2 000 0 •R= ' • ft2 •R • • . ; 11. Duds ••••.• ft2 ••••' 7. Wrndows(200.2 sqft.) Description -)ree a. Sup: Attic, Ret: Attic, AH: Main .... • • to210 a. U-Factor: Sgl, U=1.00 200.24 ft2 • • ...' : • • 00000 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems ... • • kBtu/hr .1;4ncy • • • .' • • • • • SHGC: a. Central Unit ' • • • 24.0 SEE�2:16.00 • � c. U-Factor. N/A ft20000 b. PTAC and Room Unit • • • • •' 12.0 EE :16.00 � . • • • • ' SHGC: 13. Heating systems •..••. . .kBtu/hr • Efficiency :.. • d. U-Factor: N/A ft2 a. Electric Strip Heat •..' : 17.0 •OOt+:J.00 ' SHGC: b. Electric Strip Heat 7.d' .WFa:1.00 Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (2056.0 sqft.) Insulation Area a. Electric Tankless Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 2056.00 ft2 b. Conservation features EF: 0.970 b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 81.00 Glass/Floor Area: 0.097 PASS Total Baseline Loads: 91.32 1 hereby certify that the plans and specifications covered by Review of the plans and T'NE Srg7� this ulation are in compliance with the Florida Energy specifications covered by this tJ� _IV O e• calculation indicates compliance with the Florida Energy Code. PR PARED BY: _ _ aMA � _ Before construction is completed DA _--_ _ _ this building will be inspected for `LL(o 1 compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C0 W'E OWN ER/AG ENT: _____ -_- BUILDING OFFICIAL: __ DATE: - --- -- - ------------- DATE: ---- -- - ----- --- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 2/23/2018 4:48 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: 150 INTERIOR REMODELIN Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2056 Lot # Owner Name: STEFANO CARNEATO Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatSook: Builder Name: Rotate Angle: 0 Street: 150 NE 94 STREET Permit Office: MIAMI SHORES Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138 New/Existing: Existing (Projected) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days AtAtum Rar9g • FL, Miami FL_MIAMI_INTL AP 51 90 70 75 • • • 14$5 • 56 • Low ' • BLOCKS ...... ' ..... Number Name Area Volume • • ; ' . • 0 • • • • • 1 Blockl 1508 16588 ••;"; . • • ��.. 2 Block2 548 6028 • • . • SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID ' �inislied • CoOj�ti Heated — -------------------------- i Main 1508 16588 Yes 4 2 1 Yes Yes Yes 2 CONVERTED 548 6028 No 4 0 1 Yes Yes Yes FLOORS # Floor Type _ Space Perimeter Perimeter R-Value Area _Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 189 ft 0 1508 ft2 --- 0 0 1 2 Slab -On -Grade Edge Insulatio CONVERTED 111 ft 0 548 ft2 -- 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2119 ft2 256 ft2 Medium 0.85 No 0.9 No 0 14 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2056 ft2 N N 2/23/2018 4:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING # Ceiling Type Space R-Value ____Ins Type----- Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1508 ft2 0.11 Wood 2 Under Attic (Vented) CONVERTED 30 Blown 548 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt To Wall -Type- -------- R-Value Ft_1r___ _'t_-- - In--..Area--R-Value-F-raction--AbsoL-Grade-'/o 1 N Exterior Concrete Block - Int InsGIONVERTED 5 12 8 8 101.3 ft2 0 0.75 0 2 E Main Interior Frame - Wood CONVERTED 13 25 3 10 252.5 ft2 0 0 0.75 0 3 E Exterior Concrete Block - Int InsGIONVERTED 5 17 6 8 140.0 ft2 0 0 0.75 0 _ 4 S Exterior Concrete Block - Int InsGIONVERTED 5 13 6 8 108.0 ft2 0 0.75 0 5 W Exterior Concrete Block - Int InsGIONVERTED 5 42 10 9 385.5 ft2 0 ....0.75 0 6 N Exterior Concrete Block - Int Insul Main 5 43 4 8 346.7 ft2 , . 0 • • • • -0.75 7 E Exterior Concrete Block - Int Insul Main 5 46 10 8 374.7 ft2 • • • • 0.* .415 ; _ 8 S Exterior Concrete Block - Int Insul Main 5 47 8 376.0 ft2 "' :' • .• .• 0 • • •0 f . 0 _ .;0 00*00 9 W CONVER Interior Frame - Wood Main 5 25 8 200.0 ft2 Q, • 0 .. 0.75 . 0 10 W Exterior Concrete Block - Int Insul Main 5 21 9 8 174.0 ft2 ' .9-- • 0 • ' A.75 * 0 9 • 00*0 DOORS • • # Omt Door Type Space Storms U-Value Wdip . ; Height • 9 1� . • " Area0 Ft In Ft • • • ------------------ 1 --- - E Wood CONVERTED None _ 3 • : 7 99.0. 21 ft2' .46 f,' 2 S Wood CONVERTED None .46 3 7 " ' 21 ft2 3 W Wood CONVERTED None .46 3 7 21 ft2 4 N Wood Main None .46 3 7 21 ft2 5 S Wood Main None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 1 0.5 N 9.9 ft2 1 It 6 in 1 ft 0 in None None 2 E 3 Metal Single (Clear) Yes 1 0.5 N 38.9 ft2 1 ft 6 in 1 ft 0 in None None 3 N 6 Metal Single (Clear) Yes 1 0.5 N 9.9 ft2 1 It 6 in 1 ft 0 in None None 4 N 6 Metal Single (Clear) Yes 1 0.5 N 19.8 ft2 1 ft 6 in 1 ft 0 in None None 5 N 6 Metal Single (Clear) Yes 1 0.5 N 12.9 ft2 1 ft 6 in 1 ft 0 in None None 6 E 7 Metal Single (Clear) Yes 1 0.5 N 14.1 ft2 1 ft 6 in 1 ft 0 in None None 7 S 8 Metal Single (Clear) Yes 1 0.5 N 13.4 ft2 1 It 6 in 1 ft 0 in None None 8 W 10 Metal Single (Clear) Yes 1 0.5 N 3.6 ft2 1 It 6 in 1 ft 0 in None None 9 W 10 Metal Single (Clear) Yes 1 0.5 N 13.0 ft2 1 It 6 in 1 ft 0 in None None 10 S 8 Metal Single (Clear) Yes 1 0.5 N 38.9 ft2 1 ft 6 in 1 ft 0 in None None 11 S 8 Metal Single (Clear) Yes 1 0.5 N 25.9 ft2 1 It 6 in 1 ft 0 in None None 2/23/2018 4:48 PM EnergyGauge& USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000349 1884.7 103.47 194.58 .2411 5 HEATING SYSTEM # System Type —__— Subtype---------- Efficiency Capacity` - -_ _ Block _ Ducts 1 Electric Strip Heat/ None COPA 17 kBtu/hr 1 sys#1 2 Electric Strip Heat/ None COPA 7 kBtu/hr 2 Ductless COOLING SYSTEM # System Type— — Subtype Efficiency Air Flow SHR Block- Ducts _-_ 1 Central Unit/ None -Capacity SEER: 16 24 kBtu/hr 720 cfm 0.75 2 PTAC and Room Unit/ Split ,.'T' SEER: 16 12 kBtu/hr 360 4m . 0.75 , 2 . Ductless .• • • • • •: HOT WATER SYSTEM • g e # System Type SubType Location EF Cap Use SetPnt • • • • • Co*eN;fon 90000 1 Electric Tankless Main 0.97 1 gal 50 gal 120 deg ,,. NePie • "" SOLAR HOT WATER SYSTEM ...... FSEC Collector Storms' a • 0 Cert # Company Name , System Model # Collector Model # Areeg • Volume.. . •„ FEF • . None None ft2 .• • DUCTS / — Supply — — Return— Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool -------- 1 Attic 6 210 ft2 Attic —---------------- -- 52.5 ft2 Prop. Leak Free Main — cfm ------- 45.2 cfm 0.03 0.50 -------- 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: CoolingJan Feb Mar HeatinHJan HFeb Mar r E Apr f Ma X Jun Jul ] AugX] Sep May 4 Jun ri Jul n Aug [ ]Sep [ ] Oct Nov [ ]Oct Nov Dec Dec Venting Jan Feb Mar [X] r [ May [ Jun Jul j Au [ ] Se [X] Oct Nov Dec 2/23/2018 4:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 78 78 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 68 68 PM 68 68 Heating (WEH) AM 68 68 PM 68 68 3 4 5 78 78 78 78 78 78 68 68 68 68 68 68 Hours 6 7 8 9 10 11 12 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 •.•• • ' •••. ••••.. • • •• 9 • 000000 i : •••• •.•• • ••.•.• • ' • 000000 • • :0000: 2/23/2018 4:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 System Sizing Calculations - Winter Residential Load - Room by Room Component Details STEFANO CARNE 4TO Project Title: 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 Building Type: User 2/23/2018 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99% Component Loads for Room #1: Main Window Panes/Type Frame U Orientation Area s ft X HTM= Load 3 1, NFRC 0.50 Metal 1.00 N 9,9 20.0 197 Btuh 4 1, NFRC 0.50 Metal 1.00 N 19.8 20.0 396 Btuh 5 1, NFRC 0.50 Metal 1.00 N 12.9 20.0 259 Btuh 6 1, NFRC 0.50 Metal 1.00 E 14.1 20.0 283 Bit#h 7 1, NFRC 0.50 Metal 1.00 S 13.4 20.0 • • • 261 Molt 8 1, NFRC 0.50 Metal 1.00 W 3.6 20.0 • • 71• Btgh 9 1, NFRC 0.50 Metal 1.00 W 13.0 20.0 '•';•' 259 Mull 10 1, NFRC 0.50 Metal 1.00 S 38.9 20.0 ""•' 779 Btdh 11 1, NFRC 0.50 Metal 1.00 S 25.9 20.0 ."". 519Mull Window Total 151.5 s ft ' ... •• 3021 BtJA Walls Type Ornt. Ueff. R-Value Area X HTM= • • • • • • Loa • • • (Cav/Sh) 6 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 283 2.63 74y Btu4 7 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 361 2.63 94$ Stull 8 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 277 2.63 '..' 728 Stub 9 Frame - Wood - Int (0.133) 5.0/0.0 200 0.00 Q JUN 10 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 157 2.63 414 Btuh Wall Total 1278 s ft 2836 Btuh Doors Type Storm Ueff. Area X HTM= Load 4 Wood - Exterior, n (0.460) 21 9.2 193 Btuh 5 Wood - Exterior, n (0.460) 21 9.2 193 Btuh Door Total 42 s ft 3866tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 1508 0.6 961 Btuh Ceiling Total 1508 s ft 961 Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 189.0 ft(perim.) 23.6 4460 Btuh Floor Total 1508 s ft 4460 Btuh Room Envelope Subtotal: 11673 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.39 16588 0.63 92.2 2027 Btuh Duct load Extremely sealed, Supply(R6A-Attic), Retum(R&O-Attic) (DLM of 0.131) 1793 Btuh Room #1 Sensible Room Subtotal 16493 Btuh EnergyGauge® I USRCZB v6.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) STEFANO CARNEATO Project Title: 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 Building Type: User 2/23/2018 Component Loads for Room #2: CONVERTED Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.50 Metal 1.00 N 9,9 20.0 197 Btuh 2 1, NFRC 0.50 Metal 1.00 E 38.9 20.0 778 Btuh Window Total 48.8 s ft 976 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) • • • • 1 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 91 2.63 241 Otah 2 Frame - Wood - Int (0.089) 13.0/0.0 253 0.00 • • Q 8tyh 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 80 . 2.63 "':" 211 BtuR 4 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 87 2.63 *so :so 229 Btdh 5 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 365 2.63 • * • * • • 95$ Stull Wall Total 876 s ft 1634 Btu*A Doors Type Storm Ueff. Area X HTM= • • 0 s • Load • • 1 Wood - Exterior, n (0.460) 21 9.2 193 Btyh 2 Wood - Exterior, n (0.460) 21 9.2 193 Btub 3 Wood - Exterior, n (0.460) 21 9.2 193 MOA Door Total 63 s ft • • 580Btub Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load• • 2 Vented Attic/L/Shing (0.032) 30.0/0.0 548 0.6 349 Btuh Ceiling Total 548 s ft 3498tuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade (1.180) 0.0 111.0 ft(perim.) 23.6 2620 Btuh Floor Total 548 s ft 2620 Btuh Room Envelope Subtotal: 6163 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.39 6028 0.37 53.3 1172 Btuh Duct load No ducts assigned to this zone. (DLM of 0.000) 0 Btuh Room #2 Sensible Room Subtotal 7335 Btuh SYSTEM GROUPS (BLOCK LOADS) EnergyGauge® / USRCZB v6.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) STEFANO CARNEATO Project Title: 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 Building Type: User 2/23/2018 Heating Loads For System (s):1 Block load 15493 Btuh Serving Rooms: 1 .... Heating Loads • • • • For System(s):2 Block load • • • • 733q Btylh Serving Rooms: 2 • • • • • • • • • HOLE HOUSE TOTALS •••••• •••• Subtotal Sensible Heat Loss .22828 Atub Totals for Heating Ventilation Sensible Heat Loss a a6b, Total Heat Loss 22828 Btuh EQUIPMENT 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 7000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (Manual) Heat Transfer Multiplier) EnergyGauge® / USRCZB v6.0 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details STEFANO CARNEATO Project Title: 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. Component Loads for Room #1: Main --------- ---- .... Type` Overhang Window Area(sqft) HTM • • • • Lol,� • • • ; Window Panes SHGC U InSh_ IS Omt Len_ _ Hgt Gross Shaded Unshaded Shaded Unsla��- _ - 3 1 NFRC 0.50, 1.00 No No N 1.Sft. 1.0ft. 9.9 0.0 9.9 26 26 255 Btuh 4 1 NFRC 0.50, 1.00 No No N 1.5ft. 1.0ft. 19.8 0.0 19.8 26 W* • • j • %I* 9tuh 5 1 NFRC 0.50, 1.00 No No N 1.5ft. 1.0ft. 12.9 0.0 12.9 26 26•••: 934 •6tuh 6 1 NFRC 0.50, 1.00 No No E 1.5ft. 1.Qft. 14.1 1.1 13.1 26 6�t• • • • • • • P66 • dtph • 7 1 NFRC 0.50, 1.00 No No S 1.5ft. 1.0ft. 13.4 13.4 0.0 26 2. • • 10 349 Btah 8 1 NFRC 0.50, 1.00 No No W 1.5ft. 1.Oft. 3.6 0.4 3.2 26 6440000 • 212 .Btuh 9 1 NFRC 0.50, 1.00 No No W 1.5ft. 1.0ft. 13.0 0.8 12.2 26 6.1t • ; 797 Qtuh 10 1 NFRC 0.50, 1.00 No No S 1.5ft. 1.0ft. 38.9 38.9 0.0 26 27 ITW •Dthh 11 1 NFRC 0.50, 1.00 No No S 1.5ft. 1.0ft. 25.9 25.9 0.0 26 2AQ� • • 670 Btuh ------------------- Window Total ----------- -- --------------- 151 (sqft) - • • 496f E teh - - Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 6 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 283.1 2.0 559 Btuh 7 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 360.5 2.0 711 Btuh 8 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 276.8 2.0 546 Btuh 9 Frame - Wood - Int 0.13 5.0/0.0 200.0 0.0 0 Btuh 10 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 157.5 2.0 311 Btuh Wall Total Type 1278 (sqft) Area (sqft) HTM 2127 Btuh Load Doors 4 Wood - Exterior 21.0 13.8 290 Btuh 5 Wood - Exterior 21.0 13.8 290 Btuh Door Total Type/Color/Surface _ U-Value _ R-Value 42 (sqft) _ Area(sqft) HTM -+ _ 580 Btuh Load _ Ceilings 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1508.0 1.40 2113 Btuh Ceiling Total 1508 (sqft) 2113 Btuh Floors Type - R-Value Size HTM -+ _ Load 1 Slab On Grade 0.0 1508 (ft-perimeter) 0.0 0 Btuh Floor Total 1508.0 (sqft) 0 Btuh Zone Envelope Subtotal: 9811 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.29 16588 0._6_3_ 69.1 1140 Btuh_ Internal _ Occupants _ Btuh/occupant Appliance Load gain 4 X 230 + 3400 4320 Btuh Sensible Envelope Load: 15271 Btuh Duct load Extremely sealed, Supply(R6_0-Attic), Retum(R6.0-Attic) - _- (DGM of 0_123)- 1882 Btuh Sensible Zone Load 17153 Btuh EnergyGauge® / USRCZB v6.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) STEFANO CARNEATO Project Title: Climate: FL_MIAMI_INTL AP 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 Component Loads for Room #2: CONVERTED Type* Overhang Window Area(sqft) HTM • o ; Load. • Window Panes SHGC U InS_h_ IS Omt _Len Hgt Gross Shaded_U_ nshade Shaded ' •: 1 1 NFRC 0.50, 1.00 No No N 1.5ft. Loft. 9.9 0.0 9.9 26 26 255 Ptuh 2 1 NFRC 0.50, 1.00 No No E 1.5ft. 1.0ft. 38.9 2.3 36.6 26 64 2395 BJuh Window Total 49 (sgft) . 26Ot�tl Walls Type _ _ _ U-Value R-Value Area(sqft) HTM Loa Cav/Sheath • so • ... • ..' ; 1 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 91.5 2.0 181 gtuh 2 Frame - Wood - Int 0.09 13.0/0.0 252.5 0.0 • • • 0 Btuh 3 Concrete Blk,Hollow- Ext 0.13 5.0/0.0 80.1 2.0' ' 1U.lillb 4 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 87.0 2.0 • • 112 Btuh 5 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 364.5 2.0 • • 719 •§teq Wall Total 876 (sgft) 123O $tah _ Type _ Area (sgft) HTM Doors Load 1 Wood - Exterior 21.0 13.8 290 Btuh 2 Wood - Exterior 21.0 13.8 290 Btuh 3 Wood - Exterior 21.0 13.8 290 Btuh _ Door Total- ---_ _ _63 (sgft) _ _ _ J 869 Btuh Ceilings ' Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Vented Attic/Light/Shingle 0.032 30.0/0.0 548.0 1.40 768 Btuh - Ceiling Total 548 (sgft)_ 768 Btuh Floors ----------------------------- Type - R-Value Size _ _ -- HTM --- Load 2 Slab On Grade 0.0 548 (ft-perimeter) 0.0 0 Btuh Floor Total 548.0 (sqft) Zone Envelope Subtotal: 0 Btuh 5517 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural _ 0.29 _ 6028 0.37 40.0 Load _ 659_Btuh__ Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 0 Load 920 Btuh Sensible Envelope Load: 7096 Btuh Duct load No ducts assigned to this zone. (DGM of 0.000) 0 Btuh 7096 Btuh Sensible Zone Load EnergyGauge® / USRCZB v6.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) STEFANO CARNEATO Project Title: Climate: FL_MIAMI_INTL_AP 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 •.0 Btuk July excursion for System 2 6$&ONA Excursion Subtotal. ...i:.. 658 Btuh •g•• •• • • • • • • • of • •• Duct load -- - ---- - --- -- ----"...--- -Q• t0a Sensible Excursion Load;•+;•; 668 Btt,h • • • s • ww••• EnergyGauge® / USRCZB v6.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) STEFANO CARNEATO Project Title: Climate: FL_MIAMI_INTL_AP 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load Window Excursion Cooling Loads Sensible Duct Load (duct gain multiplier of 0.123) Sensible ventilation For System(s): Zone Sensible gain 1 Latent infiltration/ventilation gain Serving Zones: Latent duct gain 1 Latent occupant gain Latent other gain Total block load 16271 Btuh 0 Btuh ... . • 1 IS2 8#uh ...... •.QBtdh • .... . . .. ...... ' 17163 Btuh • ...... •... ' 21254tbh ..... .... . 3171 tuh ..... . .. 00 .. . ..... . • • • • • 800$tuh • • . . j6@1iv. h ...... . . •• ' 216W.Dtuh . ' Sensible Envelope Load 7096 Btuh Window Excursion 658 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 7764 Btuh 2 Latent infiltration/ventilation gain 1575 Btuh Serving Zones: Latent duct gain 0 Btuh 2 Latent occupant gain 800 Btuh Latent other gain 100 Btuh Total block load 10230 Btuh EnergyGauge® / USRCZB v6.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) STEFANO CARNEATO Project Title: Climate: FL_MIAMI_INTL_AP 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 23025 Btuh Sensible Duct Load 1882 Btuh Total Sensible Zone Loads 24907 Btuh Sensible ventilation ' 0. atGh Blower b Stith t � •�� Whole House Total sensible gain 09646 24907 �Btuh Totals for Cooling •.• Latent infiltration gain (for 58 gr. humidity difference) '... •• • 43p1•.Qttih Latent ventilation gain 00 Latent duct gain : • • : 317 -Btuh Latent occupant gain (8.0 people @ 200 Btuh per person) 180P-4tuh Latent other gain "� 7J".Btuh Latent total gain 6918 Btuh TOTAL GAIN 31825 Btuh EQUIPMENT 1. Central Unit # i24000.Bt7uh 2. PTAC and Room Unit # (12000}BtuN 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half dosed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half dosed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) EnergyGauge® / USRCZB v6.0 Page 5 t 11 V'DAIKIN Submittal Data Sheet FTXS09LVJU FTXS09LVJU • • •••• •••••• •••••• •• •• •••••• • •••• • •• ••••• • •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• • • • • • • • • Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 Daikin City Generated Submittal Data www.daikinac.com www.daikincomforl.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Page 1 of :3 DA /K,FN Submittal Data Sheet FTXS09LVJU FTXS09LVJU Indoor Unit Model No. FTXS09LVJU Indoor Unit Name: FTXS09LVJU Type: Wall Mounted Rated Cooling Conditions: Indoor (°F DBMS): 80 / 67 Ambient ff DBA B): 95 / 75 Rated Coding Capacity (Btu/hr): 9,000 Rated Heating Conditions: Indoor (°F DBMB): 70 / 70 Ambient (°F DBMB): 47 / 43 Sensible Capacity (Btu/hr): 8,100 Rated Piping Length(ft): Cooling Input Power (kW): 0.590 Rated Height Separation (ft): Rated Heating Capacity (Btu/hr): 12,000 Heating Input Power (kW): 0.79 INDOOR UNIT DETAILS Power Supply (V/Hz/Ph): 208-230 / 60 / 1 Airflow Rate (H/M/USL) (CFM): 381 /279/194/145 Flower Supply Connections: See Outdoor Unit for Electrical Specs Moisture Removal (Gal/hr): 2.4 • • • • Min. Circuit Amps MCA (A): Gas Pipe Connection (inch): • ;16 • • •••• • • •••••• • • Max Overcurrent Protection MOP (A): Liquid Pipe Connection (inch): • Dimensions ( HxWxD : )(in) 11-5/8 x 31-1/2 x 8-7/16 Condensate Connection (inch): () ,f/pp • Y••• • • • • •• ••••• Panel (HxWxD) (in): Sound Pressure (H!M) (dBA): •••••• • '11j2 • • •••• • • • ••••• • • • _ .__ 000000 • Net Weight (lb): 20 Sound Power Level (dBA): •••••• • • • • • • • • • • s.s10.•• • • • • • • Panel Weight (Ib): Ext. Static Pressure (Rated/Max) (inWg): (3WQ t'OQ • • • • • • Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.c:om (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design. specifications and information in this data sheet without notice and without incurring any obligations) Page 2 of 3 1FDAIKIN Submittal Data Sheet FTXS09LVJU FTXS09LVJU DIMENSIONAL DRAWING THE MARK (") SHOWS PIPING DIRECTION 31-1/2 (800mm) LEFT RIGHT / INCLUDING ` MOUNTING PLATE 8-9,16 (217mm) 8-7l16 (215mm) FTXS09,12LVJU E:/AIRFLOW(INDOOR) j UileG6U �Z W E oE 01 �¢w 1-15/16 (SOmm) MIN (SPACE FOR 1-15/16 (50mm) MIN MAINTENANCE) REQUIRED SPACE (SPACE FOR MAINTENANCE) ZFRONTGRILLE £ NAME PLATE EDSCREWSSIDEI TERMINAL BLOCK WITH GROUND TERMINAL BOTTOM+ INTELLIGENT EYE SENSOR LOUVERS SIGNAL RECEIVER OPERATION LAMP GAS PIPE on (O.5mm) CuT TIMER LAMP (THE LENGTH OF PIPE OUTSIDE DRAIN HOSE THE UNIT: ABOUT 133�4 (350mmp (CONNECTING PART O.D. 05/8 (o16mm) INTELLIGENT EYE LAMP LIQUID PIPE @V4 (o&Arrn) CuT INDOOR UNIT ON/OFF SWITCH E (THE LENGTH OF PIPE OUTSIDE THE HOSE LENGTH OF OUTSIDE E THE UNIT ABOUT 15-314 OUTSIDE (400M1) THE UNIT IS APPROX. 18-5116 (465mm)) ROOM TEMP THERMISTOR (INSIDE) IILI 31-112 (8Mr�m) MODEL NAME PLATE v I 231/16 (586mm SIGNAL 18MM)ANSM UPID I -145.5mm- 2-5/16(58mm) 11/16 (18mm) UPlDOWN BLADE ANGLES � (AUTOMATIC) 1 -------------•-•-••� • f COOLING, DRY HEATING FAN E I • • • • • r E E • • • • • • E I • • • £ E • E ° 5' - ° p o I • • If N • E O O 15^ °1,8 °�j °/% I •fff•• •• fly m of•••• ��30°Y I •ff•• Imo- � • • e3 45' 55' 65' 65` • • • • • • 70' 80- - L _ _ - - _ _ _ - - - - f WALLLP410LE - - • • WALL HOLE FOR • • (12 (065mm) HELE • • • • • • Ll U 2-3(8 (60mm) EMBEDDED PIPING RIGHT/LEFT 2-5/i6 59.Smm f • (AUTOMATIC) 02-9/16 (065mm) HOLf3• • • • • • • • • STANDARD LOCATIO%RP jyot-L HOLES • • • f • • • • • • WIRELESS REMOTE CONTROLLER ARC452A21 4S= A • ( ) f•ffff f • ••f•ff • • • fff•f• Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.c:0m (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Page 3 of :3 1 � r'DAIKIN Submittal Data Sheet 1.0-Ton Wall Mounted Unit CTXS12HVJU FEATURES • Connects with multi -split systems • Intelligent eye occupancy sensor • Vertical and horizontal auto swing • Hot start technology • 12 year limited parts and compressor warranty with online registration BENEFITS • Low ambient heat operation down to 0° F • LCD wireless remote with backlit display TNTERTfh. 1 C USTEO US V .... Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 • • • • • • • • • • • • • • • • • • • • •••••• •• •• •••••• • •••••• • • • • • •••• • •• ••••• • •••••• •••• ••••• • • • • • • • • • • • • • • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Page 1 of 3 DA i KIN Submittal Data Sheet 1.0-Ton Wall Mounted Unit CTXSI2HVJU Indoor Unit Model No. CTXS12HVJU Indoor Unit Name, 1.0-Ton Wall Mounted Unit Type: Wall Mounted Rated Cooling Conditions: Indoor (°F DBM/B): 80 / 67 Ambient ff DB/WB): 95 / 75 Rated Cooling Capacity (Btu/hr): 11,500 Rated Heating Conditions: Indoor (°F DB/ B): 70 / 70 Ambient ff DBMB): 47 / 43 Sensible Capacity (Btu/hr): Rated Piping Length(ft): Cooling Input Power (kW): 0.040 Rated Height Separation (ft): Rated Heating Capacity (Btu/hr): 11,500 Pleating Input Power (kW): 0.05 Power Supply (V/Hz/Ph): 208-230 / 60 / 1 Airflow Rate (HIM/L) (CFM): 388/335/283 Power Supply Connections: L1, L2, Ground Moisture Removal (Gal/hr): Min. Circuit Amps MCA (A): Gas Pipe Connection (inch): 3/8 • • • • Max Overcurrent Protection (MOP) (A): Liquid Pipe Connection (inch): 1/4• • • 0 • • • • Dimensions (HxWxD) (in): 11-7/16 x 31-5/16 x 9-3l8 Condensate Connection (inch): • 161M6 • • • • • • Panel (HxWxD) (in): Sound Pressure (H/M/L) (dBA): • • 45A461 • • • • • • • • • • • • •••••• •••• ••••• Net Weight (lb): 20 Sound Power Level (dBA): • • • • • • • • • • • 000000 • • • • • • • • • Panel Weight (lb): Ext. Static Pressure (Rated/Max) (inWg): • • • ti00 / 0.0(1 • • • • • • • • • • • • • • • • Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 Daikin City Generated Submittal Data ;.,vcv.:rurcinaacom www.daikincomfon.co „ (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Page 2 of 3 Submittal Data Sheet 1.0-Ton Wall Mounted Unit CTXSI2HVJU DIMENSIONAL DRAWING THE MARK I') SHOWS PIPING DIRECTION LEFT I REAR 31.5/16(795) REAR RIGHT ( INCLUDING \\ MIN.1.15/16(-W \ INSTALLATION PLATE J (SPACE FOR MAINTENANCE) OPERATION LAMP SIGNAL RECEIVER INDOOR UNIT ON/OFF SWITCH y INTELLIGENT EYE SENSOR ROOM TEMP. THERMISTOR (INSI FRONT GRILLE FIXING SCREWS TIMER LAMP (INSIDE) HOME LEAVE LAMP n eoc SIGNAL TRANSAIITTE 2.1/4(58) 3/4(16) OHO WIRELESS REMOTE CONTROLLER (ARC452A9) HORIZONTAL BLADE BLADE ANGLES (AUTOMATIC) COOLING HEATING HEfDRY * 5°�� 4035° 5�/ 55° ° V 55 55° 35° FAN VERTICAL BLADE (AUTOMATIC) 55° AIRFLOW (INDOOR) (FOR PERFORMANCE AND MAINTENANCE) REOUIRED SPACE . MODEL NAME PLATE TERMINAL BLOCK WITH EARTH TERMINAL + (INSIDE) GAS PIPE 318 CUT (THE LENGTH OF PIPE OUTSIDE THE UNIT: ABOUT 13-38) LIQUID PIPE 1/4 CuT yr (THE LENGTH Of PIPE OUTSIDE THE UNIT: ABOUT 15-3/6) HR EMBEDDED PIPING • • • STANDARD LOCATIONS OMQ %tkTES •••••• • • • • • •••••• •00 • • • •• • �g n G dN HOSE FOR VP13 CONNECTING PART I.D. 9/16 O.D. 11116 THE HOSE LENGTH OF OUTSIDE THE UNIT: ABOUT 17-5/16 I ; ;q Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and Without incurring any obligations) Page 3 of 3 ''D,aIFKIN Submittal Data Sheet 2 PORT HP, DUCTLESS OD 1.5 TON 2MXS18NMVJU FEATURES • Up to 18.9 SEER / Up to 12.7 EFR 1 Up to 12.5 HSPF • High -efficiency inverter driven swing compressor • Low ambient cooling to 5°F / -4°F with optional drain pan heater • Specialized drain pan design for improved cold climate drainage BENEFIT- • 12 Year limited parts warranty with online registration a 5 Year limited parts warranty for commercial applications • High efficiency cooling and heating operation provides utility bill savings • Multiple indoor unit style options: wall mounted, floor standing, ceiling cassette, slim duct • May qualify for regional utility rebates and incentives • Compatible with optional Daikin f=NV VO-Fi capable Smart Control PF 0 z • • •••• •••••• •••••• •• •• •••••• • •••• • •• ••••• • •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• Daikin North America LLC, 5151 San Felipe, Suite 500, Houston, TX, 77056 Daikin City Generated Submittal Data .aww.daikinac.com www.daikincomfort.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Pagel of 3 r7oAggrgig Submittal Data Sheet 2 PORT HP, DUCTLESS OD 1.5 TON 2MXS18NMVJU Outdoor Unit Model No. 2MXS18NMVJU Outdoor Unit Name: 2 PORT HP, DUCTLESS OD 1.5 TON Type: Heat Pump Rated Coding Conditions: Indoor (°F D 80 167 D BMB BNV Ambient (°F ): 95 / 75 Rated Coding Capacity (Btu/hr): 18.000 Rated Heating Conditions: Indoor (°F DBMIB): / Ambient (°F DBMS): / Max/Min Cooling Capacity (Btu/hr): 21,000 / Cooling Input Power (kW): Rated Heating Capacity (Btu/hr): 18,900 Max/Min Heating Capacity (Btulhr): 25,000 / Rated Piping Length(ft): 25 Rated Height DNference (ft): SEER (Non-Ducted/Ducted): HSPF (Non-Ducted/Ducted): 49.00 18.90 / 14.00 10.7 / 8.2 Heating Input Power (kVV): Heating COP (Non-Ducted/Ducted): 4.1 / 4.1 Power Supply (V/Hz/Ph): 208-230 / 60 / 1 Compressor Type: Inverter • • • • •••••• •• •• •••••• Power Supply Connections: 1-1, L2, Ground Capacity Control Range (%): • • • • • • •••• • •• ••••• Min. Circuit Amps MCA (A): 15.80 Airflow Rate (H) (CFM): 2,150 • • 000 • • • • • • • • • • • • •• •• •• • •••••• Max Overcurrent Protection (MOP) (A): 20.00 Gas Pipe Connection (inch): 318 • • • • • •••••• Max Starting Current MSC(A): 14.00 Liquid Pipe Connection (inch): 1/4 • • • • • • Rated Load Amps RLA(A): 14.0 Sound Pressure (H) (dBA): 50 • • • Dimensions (HxWxD) (in): 29 x 34-1/4 x 12-5/8 Sound Power Level (dBA): Net Weight (ib): 123 Daikin North America LLC, 5151 San Felipe, Suite 5W, Houston, TX, 77056 Daikin City Generated Submittal Date wywa.daikinac.com www.daikincomfort.corn (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Page 2 of 3 . . > vaAarm Submittal Data Sheet 2 PORT HP, DUCTLESS OD 1.5 TON 2MXS18NMVJU Refrigerant Type: R-41 OA Cooling Operation Range (°F DB): 14 - 115 Holding Refrigerant Charge (lbs): 3.9 Heating Operation Range (°F WB): 5 - 72 Additional Charge Qb/ t): 0.01 Max. Pipe Length (Vertical) (ft): Pre -charge Piping (Length) (ft): Cooling Range w/Baffle (IF DB): Max. Pipe Length (Total) (ft): 164 Heating Range w/BaMe (°F Vv% Max Height Separation (Ind to Ind ft): 49 DIMENSIONAL DRAWING HANDLE 9/16 11417) ,12-SS (320) 1-3116 WION BOAS (� 23-&8 (600) t_ [g�I O _s c� o 0 20-11/16 (525) ro 40U LET a •A /5'B N159) HOSE G0R COWCT10N 'rwaea rwin N) N LIQUID 41u(oa.s�zane�e5 GAS 01Y2 (012.7) 3�18 (84 r J IN CASE COVER A 11116 Ts U009" •••••••••••• • • •••••• • • ..... m • h 4MU I SPACE FOR AIR • • WALL HEIGHT ON AIR OUTLET SIDE=LESS TI-14" o • • • • • • f • A> r •ivuvmvuA� • • i.5) SINGLE UNION) ♦ •._• t-' • • • • PPE SINGLE UNION) S -• • • • 9> iY m 127) SINGLE UNION) 1-1 Sh8(50) �n m 1-15/18 (50) PIPE M 5.4) SINGLE UNION) a 1-1sr1e(so) g� � f t1 C:3DO93107 Daikin North America LLC, 5151 San Felipe, Suite 5W, Houston, TX, 77056 Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and information In this data sheet without notice and without incurring any obligations) Page 3 of 3 DA/K/N 3P232730-3B M08BO57B DAIKIN AIR CONDITIONER INSTALLATION MANUAL . Safety Precautions • Read these Safety Precautions carefully to ensure correct installation. • This manual classifies the precautions into DANGER, WARNING and CAUTION. Be sure to follow all the precautions below: they are all important for ensuring safety. Q DANGER Indicates an imminently hazardous situation which, if not avoided, will resultjn death or seriou injury. . . Q WARNING Failure to follow any of WARNING is likely to result in such grave consequences, aS death or seripe� � jury. • CAUTION Failure to follow any of CAUTION may in some cases result in grave conse uences. • The following safety symbols are used throughout this manual: ' 00 10 Be sure to observe this instruction. Be sure to establish a ground connection. • • • • • • • �. .feverattieapt. �-01 • After completing installation, test the unit to check for installation errors. Give the user adequate instructions concerning the use and cleaning of the unit according to the Operation Manual. • ... • • Q DANGER • • . • • Refrigerant gas is heavier than air and replaces oxygen. A massive leak could lead to oxygen depletion, especially in basements, and an asphyxiation hazard could occur leading to serious injury or death. • If the refrigerant gas leaks during installation, ventilate the area immediately. Refrigerant gas may produce a toxic gas K it comes in contact with fire such as from a fan heater, stove or cooking device. Exposure to this gas could cause severe injury or death. • After completing the installation work, check that the refrigerant gas does not leak. Refrigerant gas may produce a toxic gas if it comes in contact with fire such as from a fan heater, stove or cooking device. Exposure to this gas could cause severe injury or death. • Do not ground units to water pipes, telephone wires or lightning rods because incomplete grounding could cause a severe shock hazard resulting in severe injury or death, and to gas pipes because a gas leak could result in an explosion which could lead to severe injury or death. • Safely dispose of the packing materials. Packing materials, such as nails and other metal or wooden parts, may cause stabs or other injuries. Tear apart and throw away plastic packaging bags so that children will not play with them. Children playing with plastic bags face the danger of death by suffocation. • Do not install unit in an area where flammable materials are present due to risk of explosion resulting in serious injury or death. • Do not ground units to telephone wires or lightning rods because lightning strikes could cause a severe shock hazard resulting in severe injury or death, and to gas pipes because a gas leak could result in an explosion which could lead to severe injury or death. WARNING • Installation should be left to the authorized dealer or another trained professional. Improper installation may cause water leakage, electrical shock, fire, or equipment damage. • Install the air conditioner according to the instructions given in this manual. Incomplete installation may cause water leakage, electrical shock, fire or equipment damage. • Be sure to use the supplied or exact specified installation parts. Use of other parts may cause the unit to come to fall, water leakage, electrical shock, fire or equipment damage. • Install the air conditioner on a solid base that is level and can support the weight of the unit. An inadequate base or incomplete installation may cause injury or equipment damage in the event the unit falls off the base or comes loose. • Electrical work should be carried out in accordance with the installation manual and the national, state and local electrical wiring codes. Insufficient capacity or incomplete electrical work may cause electrical shock, fire or equipment damage. • Be sure to use a dedicated power circuit. Never use a power supply shared by another appliance. Follow all appropriate electrical codes. • For wiring, use a wire or cable long enough to cover the entire distance with no splices if possible. Do not use an extension cord. Do not put other loads on the power supply. Use an only a separate dedicated power circuit. (Failure to do so may cause abnormal heat, electric shock, fire or equipment damage.) • Use the specified types of wires for electrical connections between the indoor and outdoor units. Follow all state and local electrical codes. Firmly clamp the Interconnecdng wires so their terminals receive no external stresses. Incomplete connections or damping may cause terminal overheating, fire or equipment damage. • After connecting all wiring be sure to shape the cables so that they do not put undue stress on the electrical covers, panels or terminals. Install covers over the wires. Incomplete cover installation may cause terminal overheating, electrical shock,fire or equipment damage. Safety Precautions WARNING • When installing or relocating the system, be sure to keep the refrigerant circuit free from all substances other than the specified refrigerant (R410A), such as air. (Any presence of air or other foreign substance in the refrigerant circuit causes an abnormal pressure rise which may result in rupture, resulting in injury.) • During pump -down, stop the compressor before removing the refrigerant piping. If the compressor is still running and the stop valve is open during pump -down, air will be sucked in when the refrigerant piping is removed, causing abnormally high pressure which could lead to equipment damage or and personal injury. • During installation, attach the refrigerant piping securely before running the compressor. If the compressor is not attached and the stop valve is open during pump -down, air will be sucked in when the compressor is run, causing abnormally high pressure which could lead to equipment damage and personal injury. • Be sure to install a ground fault circuit interrupter breaker. Failure to install a ground fault circuit interrupter breaker may result in electrically shocks, or fire personal injury. CAUTION ' • Do not install the air conditioner where gas leakage would be exposed to open flames. If the gas leaks and builds up around the unit, it may catch fire. "';" • • •�/ • • Establish drain piping according to the instructions of this manual. ' • Inadequate piping may cause water damage. • "" • ;' . ' . • Tighten the flare nut according to the specified torque. A torque wrench should be used. ' If the flare nut is tightened too much, the flare nut may crack over time and cause refrigerant leakage. ": ": • "; • • ' • • Do not touch the heat exchanger fins. Improper handling may result in injury. • Be very careful about product transportation. • • • • • • • Some products use PP bands for packaging. Do not use any PP bands for a means of transportation. It is dangerous. •' • ' • • Accessories Mounting plate 1 @ Remote controller holder 1 0 Operation manual 1 © Mounting plate fixing screws 10 QF Fixing screws for remote controller 2 ©Installation manual 1 3/16" x 1"L (M4 x 25mm) holder 1/8" x 13/16"L (M3 x 20mm) © Air -purifying filter with photocatalytic deodorizing function 2 QG Dry batteries AAA. LR03 (alkaline) 2 Wireless remote controller 1 Indoor unit fixing screws 3/16" 3/16" x 1/2"L (M4 x 12mm) I Choosing a Site I • Before choosing the installation site, obtain user approval. 1. Indoor unit. • The indoor unit should be sited in a place where: 1) The restrictions on installation specified in the indoor unit installation drawings are met. 2) Both air intake and exhaust have clear paths met. 3) The unit is not in the path of direct sunlight. 4) The unit is away from the source of heat or steam. 5) There is no source of machine oil vapor (this may shorten indoor unit life). 6) Cool air is circulated throughout the room. 7) The unit is away from electronic ignition type fluorescent lamps (inverter or rapid start type) as they may shorten the remote controller range. 8) The unit is at least 3.5 ft (1 m) away from any television or radio set (unit may cause interference with the picture or sound). 2. Wireless remote controller. 1) Turn on all the fluorescent lamps in the room, if any, and find the site where remote controller signals are properly received by the indoor unit (within 23 ft (7m)). Indoor Unit Installation Drawings ® Mounting plate ve 1 8a le® (@) 3/16" x 1 TT eDThe mounting plate should (M4 x 25m\ I I t ° be installed on a wall can . I support the weight of the �, ®r Indoor unit. Front panel 1-15116" (50mm) or more from walls (on both sides) Air filters ® Air -purifying filter with photocata"c deodorizing function Tabs (upper 3 locations) ❑ ❑ Tabs (lower 2 locations) nsert the upper side of the © Air -purifying lifter kith photocataytic deodorizing function into the tabs upper 3 locations), push the lower side of the filters ip a We and into the tabs (lower 2 locations). 1-3/16" (30mm) or more from ceiling `— sensor ■Opening service lid Service lid is opening/closing type. ■Opening method 1) Remove the service lid screws. 2) Lift the service lid upward. Intelligent -eye Sensor At (-Al ITIM Cut thermal insulation Caulk pipe to an appropriate pipe hole length and wrap it with gap tape, making sure that with u p ttY no gap is left in the insulation pipe's cut ligd • • • • ) 6V jhe insulali;Ith • • tho finishing tape from bottom rOW •••••• •••• •• @ Wireless remote controller ®1 /8" x 13116"L (M3 x 20mm) Before screwing the remote controller holder to the wall, make sure that control signals are properly received by indoor unit. �® Remote controller holder 1) Do not hit or forcefully push the intelligent -eye sensor. This can lead to damage and malfunction. 2) Do not place large objects near the sensor. Also keep heating units or humidifiers outside the sensor's detection area. Installation Tips 1. Removing packaging material. • Removal method Grasp the packaging material which Pack gkq mele(W ,,,,y•. is in the center of the front panel, with one hand, and lightly pull the front panel up and toward you. sightly and pv out. 2. Removing and installing front panel. • Removal method Hook fingers on the panel protrusions on the left and right of the main body, and open until the panel stops. Slide the front panel sideways to disengage the rotating shaft. Then pull the front panel toward you to remove it. • Installation method Align the tabs of the front panel with the grooves, pwh me and push all the way in. Then close slowly. Push the center of the lower surface of the panel firmly to engage the tabs. Upper hook 000 mark area" ""° 3. Removing and Installing front grille. ' • Removal method 1) Remove front panel to remove the air filter. 2) Remove the front grille. (2 screws) 3)In front of the 000 mark of the ughdr pu, d,e hom M WW hack front grille, there are 3 upper hooks. Qrm6, Lightly pull the front grille toward you «h°oke our oliver m, e,k with one hand, and push down on r.nd. (3 k, ) the hooks with the fingers of your other hand. <When there is no work space because the unit is dose to ceiling> ,& CAUTION Be sure to wear protection gloves. Place both hands under the center of the front grille, and while pushing up, pull it toward you. • Installation method 1) Install the front grille and firmly engage the upper hooks. (3 locations) 2) Install 2screws of the front grill. 3) Install the air filter and then mount the front panel. 4. How to set the different addresses. When two indoor units are installed in one room, the two wireless remote controllers can be set for different addresses. 1) In the same way as when connecting to an HA system, remove the metal plate electrical wiring cover. 2) Cut the address jumper (JA). 3) Cut the address jumper (J4). • •• ••• o • • • see so 00 •• .• •• • J4 • ----�•\—+r ••• • • •• ••• •• • �• • • • A e /aosr 1 I Indoor Unit Installation (1) 1 1. Installing the mounting plate. • The mounting plate should be installed on a wall which can support the weight of the indoor unit. 1) Temporarily secure the mounting plate to the wall, make sure that the plate is completely level, and mark the boring points on the wall. 2) Secure the mounting plate to the wall with screws. Recommended mounting -plate retention spots and Dimensions Place a leveler Leveling mounting plate w raised tab. @ Dangle a weighted thread and align thread with vertical arrow. (125)— (Bpltsrze:3re(AItO)) (8dtslze:3/8(M10)) (100) Use tape * Recommendedmeasure I 0 O mounting - plate as shown. retention spots r 00 ,Jj, HIT! 0 I Position the (6 spots in all) ? a i 00 0® C C 1 end of tape measure at 0. o1 �'e 0 0 63-118 W) 2 2-15h6(75) 3-15/16 37/8 60 12-1/8 1.314 (100) (98) (308.5) .5) 31-1/ Drain hose position Through -the -wall hole 0-1/8 (480) Gas pipe end Liquid pipe end unit: inch (mm) The removed pipe port cover can be Removed pipe kept in the mounting plate pocket. portcover /® Mounting plate IB f la I Indoor Unit Installation (2) 1 2. Boring a wall hole and installing wall embedded pipe. • For walls containing metal frame or metal board, be sure to use a wall embedded pipe and wall cover in the feed -through hole to prevent possible heat, electrical shock, or fire. • Be sure to caulk the gaps around the pipes with caulking material to prevent water leakage. 1) Bore a feed -through hole of 3-1/8 inch (80mm) in the wall so it has a down slope toward the outside. 2) Insert a wall pipe into the hole. 3) Insert a wall cover into wall pipe. 4) After completing refrigerant piping, wiring, and drain piping, caulk pipe hole gap with putty. Inside -a—. Outside Well embedded *CaLdidng ie (Field supply)-1,r was hole�) (Fiendskdded POO ply) 3. Installing indoor unit. Rigt 3-1. Right -side, right -back, or right -bottom piping. 1) Attach the drain hose to the underside of the refrigerant pipes with adhesive vinyl tape. 2) Wrap the refrigerant pipes and drain hose together with insulation tape. 3) Pass the drain hose and refrigerant pipes through the wall hole, then set the indoor unit on the mounting plate hooks by using the A markings at the top of the indoor unit as a guide. 4) Open the front panel, then open the service lid. Refer to Installation Tips. 5) Pass the interconnecting wires from the outdoor unit through the feed -through wall hole and then through the back of the indoor unit. Pull them through the front side. Bend the ends of tie wires upward in advance for easier work. (If the interconnecting wire ends are to be stripped first, bundle wire ends with adhesive tape.) 6) Press the indoor unit's bottom panel with both hands to set it on the mounting plate hooks. Make sure the wires do not catch on the edge of the indoor unit. 3-2. Left -side, left -back, or left -bottom piping. 1) Attach the drain hose to the underside of the refrigerant pipes with adhesive vinyl tape. 2) Be sure to connect the drain hose to the drain port in place of a drain plug. H��rRlOght&6•• : •• . .. •• a.. .. . a • • • a i&Mountlng plat# Hang indoor unit's hook hero. Mountkq pkk When stripping the aide of inter om".ng wkas In advance, bind klaroonrtectirg right ends of wires wdh wale insulating tape. wire guide Remove pge port corer hem for lah• Bide plphg. lea -else dphg Remcve pipe pat cover here for left-Iwaan piNro. Lea -back piping Left -bottom plping How to act drain plug tW �- Do nd apply lubricating oW (rehgemnt on when inserting. Application of causes deterioration and drain leakage of the phig. keen a hexagon wrench (3/16 inch (4mm)) 3) Shape the refrigerant pipe along the pipe path , marking on the mounting plate. 4) Pass drain hose and refrigerant pipes through the wall hole, then set the indoor unit on Drain mounting plate hooks, using the 0 markings at hose ounting plate Caulk dit hole the top of indoor unit as a guide, with putty or Wrap insulating tape around the (Bulking material. 5) Pull in the interconnecting wires. Bind with plastic bent portion of refrigerant pipe. tape. overlap at least half the width 6) Connect the inter -unit piping. of the tape with each turn. 7) Wrap the refrigerant pipes and drain hose together with insulation tape as right figure, in case of setting the drain hose klacanneoting wire through the back of the indoor unit. Drain hose M jn*g 8) While exercising care so that the interconnecting wires do not catch Refrigerant indoor unit, press the bottom edge of indoor unit with both hands until O pipes it is firmly caught by the mounting plate hooks. Secure indoor unit to , the mounting plate with the screws (3/16" x 1/2"L (M4 x 12mm)). adlan tone if 03r10'x 1/M (1014 x 12mm) (2 pdra) I Indoor Unit Installation (3) 1 3-3. Wall embedded piping.^dam^^� enerwea le Mb depM w • Insert the drain hose to this depth so it won't be o;d� pulled out of the drain pipe. \ 1-15/16*1 Drain hose 4. Wiring. .,lo,1de drain pipe • • • , install as described in the °fir wall (VP-30) installation manual supplied with the Multi outdoor unit. 1) Strip wire ends. (9/16 inch (15mm)) 2) Match wire colors with terminal numbers on indoor and ` l' outdoor unit's terminal blocks and firmly screw wires to Temdnalblock the corresponding terminals. EleWicaltxxnponentbox Lock nut 3 Connect the round wires to the corresponding • • ��°l' 9 P 9 Shape w res so that the a • • •i mounting terminals. .late 4) Pull wires to make sure that they are securely Use the specified wiretype. • • • • Cow at.: latched up. • • • • • • outdoor um 5 In case of connectingto an adapter system. • • • • P Y When wire length e>•eeds Run the remote controller cable and attach the S21 connector as the 33tt 1om,td%IkW'Glawires.. illustration above. a .•• I oor .. 6) Shape the wires so that the service lid fits securely, then close service lid. unit • • tile AWGtBorAW614wire AWARNING I the Inter neon wires. 1) Do not use spliced wires, stranded wires, extension cords, or starburst connections, as th'eryrfia¢ cause, • • overheating, electrical shock, or fire. Follow all Local, and State electrical codes. 4, 00• 2) Do not use locally purchased electrical parts inside the product. (Do not overload the circuit by adding drain pump or other electrical equipment to unit terminals.) Doing so may cause electric shock or fire. 3) When carrying out wiring connection, take care not to pull at the conduit. 4) Do not connect the power wire to the indoor unit. Doing so may cause electric shock or fire. 5. When connecting to an HA system. 1) Remove the front grille. (2 screws) 2) Remove the electrical wiring box. (1 screw) 3) Remove the metal plate electrical wiring cover. (4 tabs) 4) Attach the connection cord to the S21 connector and pull the harness out through the 3) Remove ft." notched part in the figure. :lt� 5) Replace the electrical wiring cover as it was, and pull the harness around, as shown in the figure. Push �- Tab •Push s� �A (S2 IW 0 k whe N 4) Attach the connection cord to 5) Replace the electrical the S21 connector and pull ft wk" OOV6r as a was, harness out through the and pull the hernese notched pert in the figure. around. as shown in she figure. . • 1 6. Drain piping. E 1) Connect the drain hose, The drain hose should 3) If the drain hose Indoor unit �°E° Extension drain hoseas described right. requires an drain hoseextension, �!Wcliinedd. procure one locally. Heat insulation tube TT Do not put ttte end Be sure to thermally (Field supply) of the hose In water. insulate the indoor section of the extension hose. 2) Remove the air filters 4) When connecting a rigid polyvinyl chloride pipe and pour some water (nominal diameter 1/2 inch (13mm)) directly to the drain into the drain pan to hose attached to the indoor unit as with embedded check the water flows piping work, use any commercially available drain smoothly. socket (nominal diameter 112 inch (13mm)) as a joint. o E o-+ Drain hose supplied with Commerclally avallable drain socket Commercially avallahle rigid polyvinyl the Indoor unit (nominel diarrietar l/2 inch mmm)) ddoride pipe (nominal diameter M inch (13mh)) I Refrigerant Piping Work I 1. Flaring the pipe end. check Flare's Inner The pipe�end�mujst1) Cut the pipe end with a pipe cutter. beevan(cut exactly ata perfect2) Remove burrs with the cut surface facing right angles.) �Removeburrs Make surthe downward so that the chips do not enter the pipe. 3) Put the flare nut on the pipe. 4 Flare the pipe. -- Flaring ) p � p Set exactly at the position shown below. 5) Check that the flaring is properly made. Q WARNING Flare tool for R410A conventional flare tool MAALI Clutch -type Clutch -type (Rigid -type) N%- We ( Ype) A 1 0-0.020 inch (0-0.5mm) 10.03M.059 inch (1.0.1.5u n) 10.05Wn inch (1.5-Urrm) 1) Do not use mineral oil on flared part. 0000 2) Prevent mineral oil from getting into the system as this would reduce the unit life. • 0000.. 3) Never use piping which has been used for previous installations. Only use parts which a"p4ided with the unit. 4) Do never install a refrigerant drier to this unit. • • • • • • • • so: of 5) The drying material may dissolve and damage the system. "' • • • : • 6) Incomplete or improper flaring may cause refrigerant gas leakage. . 0; • • • • • •.•• .. 2. Refrigerant piping. A CAUTION 06:6 . 1) Use the flare nut fixed to the main unit to prevent deterioration and cracking from aka.00*90 • • 2) To prevent gas leakage, apply refrigeration oil only to the inner surface of the flare. (Use refrigeration oil for P410A.): • 3) Use torque wrenches when tightening the flare nuts to prevent damage to the flare nuts and gacleAkage. Align the centers of both flares and tighten the flare nuts 3 or 4 turns by hand. Then tighten them fully with the torque wrenches. [Apply oil] [Tighten] Do not apply refrigeration Apply refrigeration oil to the outer surface. oil to the inner Torque wrench surface of the flare. Flare rwt ,� /T,\ J I Do rat apply refrigeration Piping union "' oil to the flare nut avoid Flare nut bahtanina with over toraue. Flare nut tightening torque Gas side Liquid side 3/8 inch (9.5mm) 1/4 inch (6.4mm) 24.1 - 29.4ft • Ibf (32.7-39.9N•m) 10.4 - 12.7ft • Ibf (14.2-17.2N•m) 2-1. Caution on piping handling 1) Protect the open end of the pipe against dust and moisture. i;; Be sure to Wall place 2) All pipe bends should be as gentle as possible. Rile If no floflare re acappIs Use a pipe bender for bending. available, cove, flare mouth with tape to keep dirt or 2-2. Selection of copper and heat insulation materials water out • When using commercial copper pipes and fittings, observe the following: Inter -unit wiring 1) Insulation material: Polyethylene foam Liquid pipe Heat transfer rate: 0.041 to 0.052 W/mK (0.024 to 0.030 Btu/fth'F (0.035 to 0.045kcal/mh'C)) cos pipe Refrigerant gas pipe's surface temperature reaches 230'F (110°C) max.' Choose heat insulation materials that will withstand this temperature. 2) Be sure to insulate both the gas and liquid piping and to provide Gas pipe ns�atorne Insulation dimensions as below. Finishing tape Drain hose Gas side Liquid side Gas pipe thermal insulation I Liquid pipe thermal insulation O.D. 318 inch (9.5mm) I O.D. 1/4 inch (6.4mm) I.D. 0,427 - 0.590 inch (12 -15mm) 1 I.D. 0.315.0.393 inch (8.10mm) Minimum bend radius Thickness 0.393 inch (8mm) Min. 1-3/16 inch (30mm) or more Thickness 0.031 inch (0.8mm) (C1220T O) 3) Use separate thermal insulation pipes for gas and liquid refrigerant pipes. I Run Test and Final Check I 1. Trial operation and testing. 1-1 Measure the supply voltage and make sure that it falls in the specified range. 1-2 Trial operation should be carried out in either cooling or heating mode. • In cooling mode, select the lowest programmable temperature; in heating mode, select the highest programmable temperature. 1) Trial operation may be disabled in either mode depending on the room temperature. Use the remote controller for trial operation as described below. 2) After trial operation is complete, set the temperature to a normal level (78°F to 82°F (26°C to 28°C) in cooling mode, 68'F to 75`F (20`C to 24°C) in heating mode). 3) For protection, the unit disables restart operation for 3 minutes after it is turned off. YYY• 1-3 Carry out the test operation in accordance with the Operation Manual to ensure that all fLftrj4gff5 and parts, are working properly. • • Y + • The air conditioner requires a small amount of power in its standby mode. If the syste"s not to beieed for Y. some time after installation, shut off the circuit breaker to eliminate unnecessary p8ft? Consumption. + • If the circuit breaker trips to shut off the power to the air conditioner, the system wiL 89fte the OfIgin&1 • • operation mode when the circuit breaker is opened again. "" • • • • • Trial operation from remote controller. •" • 1) Press the MODE button and select the trial operation mode. 2) Press ON/OFF button to turn on the system. 3) Simultaneously press MODE button and both of the TEMP buttons. •• •+ . 4) Press MODE button twice. • • • • (" " will appear on the display to indicate that Trial Operation mode is selected.) 5) Trial run mode terminates in approx. 30 minutes and switches into normal mode. To quit a trial operation, press ON/OFF button. 2. Test items. Test items Symptom Check Indoor and outdoor units are installed properly on Fall, vibration, noise solid bases. No refrigerant gas leaks. Incomplete cooling/heating function Refrigerant gas and liquid pipes and indoor drain Water leakage hose extension are thermally insulated. Drain line is properly installed. Water leakage System is properly grounded. Electrical leakage The specified wires are used for interconnecting Inoperative or burn damage wire connections. Indoor or outdoor unit's air intake or exhaust has clear path of air. Incomplete cooling/heating function Stop valves are opened. Indoor unit properly receives remote controller Inoperative commands. FORM R405-2Q17 r RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: m This checklist • • • • .... ...... Cd A Form R405 report that documents that the Proposed Design complies with SeCtln ' • • •' .. .. ...... R405.3 of the Florida Energy Code. This form shall include a summary page ; • • • • .. indicating home address, a -ratio and the pass or fail status along with summary ... • • • ' areas and types of components, whether the home was simulated as a worst -case• • • ' orientation name and version of the compliance software tool name of individugr : • • • ' completing the compliance report (one page) and an input summary checklist thgt Qwz. '. be used for field verification (usually four pages/may be greater). • • • • • Energy Performance Level (EPL) Display Card (one page) • • • • • • • • Q HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 /Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report (usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCZB v6.0 2/23/2018 4:47:57 PM Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ff This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section • • • • R405.3 of the Florida Energy Code. This form shall include a summary page : . • . • • • : indicating home address, a -ratio and the pass or fail status along with summary • ...... .. .. ...... areas and types of components, whether the home was simulated as a worst -cam • • • orientation, name and version of the compliance software tool, name of individual . ' .. .. .... completing the compliance report (one page) and an input summary checklist thjjF..�.p. • • �; • • • be used for field verification (usually four pages may be greater). .. • ' .. • ...... . . . . ...... Energy Performance Level (EPL) Display Card (one page) • • • • • • HVA�C system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 2' Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report (usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCZB v6.0 2/23/2018 4:47:57 PM Page 1 of 1 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 150 NE 94 STREET, MIAMI SHORES, FL, 33138 1. New construction or existing Existing (Projecte 9. Wall Types Insulatiop... Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Extejior . R=5.0 • • .Z0,015.20 ft' ...... b. Interior Frame - Wood, Interior• • 9R=13.0 25J.50 ft' • 3. Number of units, if multiple family 1 • • . C. Interior Frame - Wood, Interior R=5.0 • 4208.00 ft' • 4. Number of Bedrooms 2 d. N/A : 0R= • 0 00 ft' • • 10. Ceiling Types 0000 0 •Insulation * Area • • • • 5. Is this a worst case? No a. Under Attic (Vented) . .R=30.t= 0 .20%.00 ft' 6. Conditioned floor area (ft� 2056 b. N/A 0000 R= • • • ft' 7. Windows- Description Area c. N/A • • • • • •R= • • • • ft' • • • • • a. U-Factor: Sgl, U=1.00 200.24 ft' 11. Duds • • • • • • R ft'• • • • • • a. Sup: Attic, Ret: Attic, AH: Main, .. . 6 210 • SHGC: SHGC=0.50 0 e � � b. U-Factor: N/A ft' :... % � � � • SHGC: 12. Cooling systems : • • kBtugr Efficiency : • • • • c. U-Factor: N/A ft' a. Central Unit 0 24.p'9VF9:16.00O SHGC: b. PTAC and Room Unit 121 •EL'R:16.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 1.500 ft. b. Electric Strip Heat 7.0 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 2056.00 ft' a. Electric EF: 0.97 b. N/A R= ftZ c. N/A R= ft' b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card w'll be completed based on installed Code compliant features. OLA. �A Builder Signature: _ _ _ -T- i--,-`" Date: Address of New Home: City/FL Zip: M "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/23/2018 4:48 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary STEFANO CARNEATO Project Title: 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90. F.. Winter setpoint 70 F Summer setpoint 0 0 75. F..' Winter temperature difference 20 F Summer temperature difference'..' 15. F . Total heatina load calculation 22828 Btuh Total cooling load calculation ...... 3182 . AA Submitted heating capacity % of calc l3tuh Submitted cooling capacity ... •9(rof calc Btuh Total (Electric Strip Heat) 105.1 24000 Sensible (SHR = 0.75) 0 • • • • • 108.1 • �7CPO Latent • • • • 130.1 9MO Total """ 113. .35000 WINTER CALCULATIONS Winter Haatinn I nPA (fnr')nGa cnffl Load component Load Window total 200 sqft 4005 Btuh Wall total 2153 sqft 4476 Btuh Door total 105 sqft 966 Btuh Ceiling total 2056 sqft 1310 Btuh Floor total See detail report 7080 Btuh Infiltration 145 cfm 3199 Btuh Duct loss 1793 Btuh Subtotal 22828 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 22828 Btuh Summer Cooling Load (for 205E snff) = floors(31.0%) SUMMER CALCULATIONS Load component Load Window total 200 sqft 8299 Btuh Wall total 2153 sqft 3357 Btuh Door total 105 sqft 1449 Btuh Ceiling total 2056 sqft 2881 Btuh Floor total 0 Btuh Infiltration 109 cfm 1799 Btuh Internal gain 5240 Btuh Duct gain 1882 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 24907 Btuh Latent gain(ducts) 317 Btuh Latent gain(infiltration) 4301 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 2300 Btuh Total latent gain 6918 Btuh TOTAL HEAT GAIN 31825 Btuh ;" <, 8th Edition Geilings(9.1%) Walls(10.5%} Doors(4.6%) Infii.(19.2%} • Glilin9s�.b_`=•• • Windows(17.5%;: j Ducts(7.9%) t}oors(4 ) �� • • • • . • Windows(26.1%) Latent int(7.2%) i r EnergyGauge® System_,9izing PREPARED BY: ��4 DATE: EnergyGauge® / USRCZB v6.0 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows'" Description a. U-Factor: Sgl, U=1.00 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 150 NE 94 STREET, MIAMI SHORES, FL, 33138 Existing (Projecte Single-family 1 2 No 2056 Area 200.24 ft2 ft2 ftZ ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= 1.500 ft. 0.500 Area 2056.00 ft2 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 2006.20 ft2 b. Interior Frame - Wood, Interior R=13.0 252.50 ft2 c. Interior Frame -Wood, Interior R=5.0 200.00 ft2 d. N/A R= ft2 10. Ceiling Types Insulatiop* %ea a. Under Attic (Vented) •RR=30.0 0 02066.00 ft2 • • •: • b. N/A • • ft2 c. N/A .....R= �.. �.: ft2 ....:. 11. Ducts ...:.. . R ft2 . a. Sup: Attic, Ret: Attic, AH: Main • .... . 6 210 • • • • .. ..... 12. Cooling systems a. Central Unit b. PTAC and Room Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. T-If-I / Builder Signature: Date: Z l 1 Address of New Home: City/FL Zip: • • '(Btu/hr. • 17ftjency ""' •• •• 24.0 SEERM6.00 ••••• ••.•.• 12.0 EF[R:16.00 . . . • • .0000 • • kBtu/hre • • COPUiency • • • . 17.0 COPA.00 •••••• • • • 7.(i %(%:1.00 ' • • • Cap: 1 gallons EF: 0.97 None oITHE Sry� o .cc l O WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/23/2018 4:48 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary STEFANO CARNE ATO Project Title: 150 NE 94 STREET 150 INTERIOR REMODELING MIAMI SHORES, FL 33138 2/23/2018 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 22828 Btuh Total cooling load calculation 31825 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc .QW Total (Electric Strip Heat) 105.1 24000 Sensible (SHR = 0.75) 108.4'•27.QW0 Latent '..' :130.1 •900G Total ......113.1� •3�0�0 WINTER CALCULATIONS Winter Heating Load (for 9n.c;R �nft) Load component Load Window total 200 sqft 4005 Btuh Wall total 2153 sqft 4476 Btuh Door total 105 sqft 966 Btuh Ceiling total 2056 sqft 1310 Btuh Floor total See detail report 7080 Btuh Infiltration 145 cfm 3199 Btuh Duct loss 1793 Btuh Subtotal 22828 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 22828 Btuh Summer Cooling I_nad (for gn.r,R cnftl Floors(31.09roj SUMMER CALCULATIONS Load component Load Window total 200 sqft 8299 Btuh Wall total 2153 sqft 3357 Btuh Door total 105 sqft 1449 Btuh Ceiling total 2056 sqft 2881 Btuh Floor total 0 Btuh Infiltration 109 cfm 1799 Btuh Internal gain 5240 Btuh Duct gain 1882 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 24907 Btuh Latent gain(ducts) 317 Btuh Latent gain(infiltration) 4301 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 2300 Btuh Total latent gain 6918 Btuh TOTAL HEAT GAIN 31825 Btuh ' 8th Edition Ceilings(9.1%) Walls(10.5%j , Doors(42%) r----------- n Windows(26.1%) Latent int(7.2%) EnergyGauge® / USRCZB v6.0 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 150 NE 94 STREET Permit Number: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. •••• Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shallbe permitted to • • • • comply with Section C402.5. • • • • • •••••• •• •• • R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 anI R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansioh and contraction. • • : . • •••••• ••• R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be kvfaftfin accoTwi; Qrith the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construAq , Yhere requireo by the code official, an approved third party shall inspect all components and verify compliance. • • • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate notgVAe(:ng seven jir changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdiVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FQC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating ar d•ooelin� system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistapce I al shall have controls "";' that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet tMe'heating load.' • ; • • R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primajakngtainment passageway : ry • for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section . • • • .. C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria below'. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individualshSV*nd in SgdtiEN 653.993(D)4mo • � (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutesf to WsubstantiallyleA free" im • .... accordance with Section R403.3.3. •. •.. • . .' R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of ndmore ttianA percent of: • • • • the design airflow rate when tested in accordance with ASHRAE 193. • • . • R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the tt slowing methods,. • • • Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manuf" air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/: inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods forVoiarGollectors, and SRCC Standard TMA , Solar Domestic Hot Water System and Component Test Protocol. Callectp%in install8d Shcar • • • • • • water -heating systems should meet the following criteria: • • • 0 • 0 0 • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the;;Woi�lnents i th% Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approvipiJ g"ps of venulittop including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or�gravity dampers that • dose when the ventilation system is not operating. 0 R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole-hbu' mechpnical, ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 9 0 • • • • • • Exception. Where whole -house mechanical ventilation fans are integral to tested and listed HVAr*%(JUiI:nent, they.shpll be powered by an electronically commutated motor. • 0 9.0 • R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMUM (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance date shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according lo.6ection R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design, cooling I%,ad 9,je1h if .. the design heating load is 1.15 times greater than the design cooling load. ' •' ; • • . • • • 64 • R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design regWrements • calculated according to the procedure selected in Section R403.7.1. 000000 : • 000•• • 0 • • • R403.7.1.2.3 Fossil fuel heating The capacity of fossil fuel heating atmospheric tumers "' •;' equipment. equipment with naturaUrafi shall not be less than the design load calculated in accordance with Section R403.7.1. ;";'; ' • • • • • • •••••• •••••• R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or helatinq equipment capacity on are intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized er controlled tq""'; prevent continuous space cooling or heating within that space by one or more of the following options: ' 9 • • • • A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. • • •••• •••••• • •••• • •• ••••• •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 150 NE 94 STREET Permit Number: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in ApperldiX6p' • • • • • • R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage irl Iftffince witMthe teRquiremdri4Sdf Sections R402.4.1 through R402.4.5. """ ' ' ' ..•••• Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shag be permitted to • • . • . • • • • comply with Section C402.5. . , .. • . • • • • • • • • • •• •• •• • •••••• R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 Aa WI.4.1.2. The sealing •. methods between dissimilar materials shall allow for differential expansion and contraction. • ; ... ; . """ R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in acc&Vjr1j*Mth the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FSC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-buming appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the wall%, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air dud shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires split De • sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • • • • • .• • R403.1 Controls. . • SECTION R403 SYSTEMS ""•' • • • • • R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating a� �oolir g systern. • R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance A4; shall have controls "; ". that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meeMM4 R44ing load" ;' • • • • • • R403.3.2 Sealing (Mandatory) All duds, air handlers, fitter boxes and building cavities that form the prima• • r tainment ssa ewa s • Dr•�ll.�D p� 9 Y for air distribution systems shall be considered duds or plenum chambers, shall be constructed and sealed in acoerdance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals Wdefirted in SgetlbV5�3.993(5) or 0 • (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially lea free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manuf< air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstrudion test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41 °C) or below 55°F (1 WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equiprvgni TAtolled. Equipment used to provide heating functions as part of a combination system shall satisfy all stated reDuire,(ftts for the appropriate ' •' • ; • water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. • • • • 0 0*00900 R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production ag�.rgft py the annuaJ solar energy • factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of * • • • • 0 Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,41'est Asthods for SolarCoIIectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol. ColeVoTs in installed Mar • •;' •. water -heating systems should meet the following criteria: • • • • • • • • • • • • • • • 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and • 2. Be installed at an orientation within 45 degrees of true south. : �: •: • �. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requiuments of Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approvbg rtlhaos of venvitiorr : • • • • including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity damper list • dose when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy -When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFMM/ATT) AIRFLOW RATE MAXIMUM (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance date shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. • "" • 2. • • .••. ••••.• When signed and sealed by a Florida -registered engineer, in attached single- and multiple-fanliV4 ti', the capacity of, • equipment may be sized in accordance with good design practice. *0*060 • • • • R403.7.1.2 Heating equipment capacity. ***:so • . • R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated accordingots Section :"": R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than thet"9%800ling Oad 8,jpli if �. • the design heating load is 1.15 times greater than the design cooling load. • • • • • • • • • • .. • • • • • • • . R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of hhe Ses;gn regt4remegts • • • •; • calculated according to the procedure selected in Section R403.7.1. 0 0 : • • • • • R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospherics burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or extemal to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/23/2018 4:49 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatof%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. 0000 R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning Qiiot lights. • • • • • • 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017- AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: STEFANO CARNEATO Jurisdiction: Design Location: FL, Miami COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. • "". Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners endoheaders o came walls " The junction of the top plate and the top of exterior walls shall be shall be insulated by comp%tely fil{{n'g the cavity with a sealed. material having a tA9r?*Fi'bsistancd`Of Rid per inch• • Knee walls shall be sealed. minimum. • •' • • • • • Exterior thermal envelope insulation for flamed willt * shall be installed in tsubstAtial co0ac4#lpd continyous, alignment with the,*Jb r. • Windows, skylights The space between window/doorjambs and framing, and 000000 '.•' ; .., and doors skylights and framing shall be sealed. 000000 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. : • . • : • "' Floors The air barrier shall be installed at any exposed edge of Floor framing cavit insulation shall be installed td " (including insulation. maintain permanent contact with f ig pAgerside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind paomna and wirina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of IGc-400. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM-R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Design Location: FL, Miami Jurisdiction: Cond. Floor Area:: 2056 sq.ft. Cond. Volume: 22616 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: • • • • Single or Multi Point Test Data — _ _ . . .... ...... Required ACH(50) frft •' HOUSE PRESSURE FLOW: ...... .. .. ...... FORM R405-2017 : ------------------I ------ — ---------- ----- -- --- --- ...:.------ -- 1 Pa cfm ...... .... •• � • -------------------- -- 2 Pa cfm " " ••••• Tested ACH(50) ...... ---------------------- ------------------- .... ..:..' 3 Pa cfm •• •: .. ...... -------------------------- ----- ------------- 'Tested leakage muss Q ess an or Equal to the .' 4 Pa ------------------------------------- cfm ----------- required ACH(50) slowri oL Form.R40!jr2017 fqr...; 5 Pa cfm this building. If the testedACH(50; VILL99 than g - — — - -------------------------------- — ---- the building must h4vad 4chanicaLveptilation; • • • • ; 6 Pa cfm system. 0 00 0 0 • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0(g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: TtiE STgl�O.s+ � c � ` D WE 2/23/2018 4:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Design Location: FL, Miami Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from — (Qn,out) FORMR405-2017 — — Duct Leakage Test Results • • • • • • Duct Leakage Test Values ' -CFM25--- ------- --- --- ------------------ Line System Outside Duct Leakage 1 System 1 ---------------CFM25(Out) ' CFM25(Out) 2 System 2 — 3 System 3 CFM25(Out) -- ---- -------- ------- 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Sum lines 1-5 Tested Total Divide by 2056 House Duct -- i (Total Conditioned Floor Area) System (Qn,out)* ---- - Leakage -- — ---J *Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 2/23/2018 ••• .... •• Duct tightness shall be verified by O�THE ST,g7� testing to ANSI/RESNET/ICC 380 by %= =O.c+ either individuals as defined in Section O 553.993(5) or (7), Florida Statutes, or �^ individuals licensed as set forth in '� a Section 489.105(3)(f), o (g), or (i), Florida Statutes. COD WE BUILDING OFFICIAL: DATE: 2/23/2018 4:51 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant So Page 1 of 1 FORM ,R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number. Design Location: FL, Miami Jurisdiction: Cond. Floor Area:: 2056 sq.ft. Cond. Volume: 22616 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data 1 2 HOUSE PRESSURE Pa Pa FLOW: cfm cfm cfm 3 Pa L 4 — -- Fa — — cfm 5 Pa ------- --- - cfm - cfm -6 - — - Pa •..• Leakage Characteristics • •: .... • go .. 00 • 0 ...... •• • 000009 .... . .. Required ACH(50) Q�l . ..... • • .. V ..... FORM R405-2017 :.'..' • Tested ACH(50) " :; • • • • 'Tested leakage must be less than -Or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f) (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: ooliE sraTF afol •.. O D wE 2/23/2018 4:50 PM EnergyGauge4D USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R,405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Design Location: FL, Miami Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) ' FORMR405-2017 -- Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) —_- CFM25(Out) 2 System 2 3 System 3 CFM25(Out) System 4 =_ _ — CFM25(Out) r4 -- -- j 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2056 House Duct (Total Conditioned Floor Area) System (Qn,out)* Leakage - --------------------- *Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 2/23/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3) ft (g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: O� iIAE STq? W�~i'/''mil COD WE T¢v� 2/23/2018 4:51 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant So Page 1 of 1 2017`- AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 150 INTERIOR REMODELING Builder Name: Street: 150 NE 94 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: STEFANO CARNEATO Jurisdiction: Design Location: FL, Miami COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. • • • • ' Breaks or joints in the air barrier shall be sealed. . . 00000 The air barrier in any dropped ceiling/soffit shall be aligned with the 00 The insulation in arty dropped ceilisOsoffit; Ceiling/attic insulation and an a s in the air barrier shall be sealed. y gaps shall be aligned with tgao ai'r barrier. " " • . • Access openings, drop down stairs or knee wall doors to 000000 • unconditioned attic spaces shall be sealed. • . • • .. • 000, Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers epid headers o traihe walls • • The junction of the top plate and the top of exterior walls shall be shall be insulated by completely fillig%tft cavity with sealed. material having a Vv&W fesistant't Q*Rf per inch Knee walls shall be sealed. minimum. Exterior thermal envelvpeonsulation tof framed walls shall be installed in substantial coDM" continaee alignment with INCair kler. • • Windows, skylights The space between window/door jambs and framing, and • • • ".' • • and doors skylights and framing shall be sealed. ' • • Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanenfly attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pffinmna and wirina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sp nkler cover olates and walls or 2gilings, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 2/23/2018 4:49 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing ^� Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel G,l =1 S/ r, Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap I Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Stirvev Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOM &DOORS iNSPECTRON DATE INSP Attachment PUBLIC • RKS INSPECTION DATE INSP Excavatio�� ELECTRICAL 7NSYE4ltViv DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Povi VJct IVILM2 Underground Footer Ground Slab Wall Rough Ceilin Rou h, Telephon Roug Telephone Final TV Rough TV Final Cable Rough able Final_ I'fercom Rough intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With A. /+ ' ELECTRICAL COMMENTS DATE 1 INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well -- Lawn Sprinklers Main Drain Pool Piping Backflow PreventorL_ Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION I DATE INSP Underground Pipe Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum i MECHANICAL Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-3-1 V- 172 Permit Type: Residential construetlon Work Classification: Alteration Issue Date: 5116/2018 1Expires: 11I12/201$ INSPECTION REQUESTS: (305)762-4949 or Log on at https:/Ibldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:113206013297U Owner's Name: STEFANO CARNIATO Owner's Phone: Job Address: 150 NE 94 Street Total Square Feet: 0 Kam' Shores FL Total Job Valuation: $ 30,000.00 Bond Number: WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. Contractor(s) Phone Primary Contractor SATURDAY 8:OOAM - 6:OOPM. HOME OWNER ` Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. .ate BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 11 7 t1j, /� f j /---'-- Z NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS • TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED := AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001622-2018 Scheduled Inspection Date: November 15, 2018 Inspector: Naranjo, Ismael Owner: STEFANO CARNIATO Address: 160 NE 94 ST Miami Shores, FL Project: Permit Number: RC-3-18-772 Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Alteration Phone Number: 7862100789 Parcel Number: 1132060132970 Contractor HOME OWNER Phone Number: HOME OWNER Building Department Comments INTERIOR REMODELING 03/30/2018 NO MORE REVIEWS TO BE DONE TILL THEY COME IN PICK UP PLANS AND SUBMIT TWO COMPLETE SETS 3/30/2018 DONE NEW SETS SUBMITTED Checklist Item Passed Comments General Comments False z Inspector Comments Passed Failed Correction Needed Re -inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 14, 2018 For Inspections please call: 305-762-4949 Page 32 of 32 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO.RC-3-18-772 Permit Type: Residential Construction Work Classification: Atteratiom, Issue Date: 5/16/2018 Expires: 11/12/2018 INSPECTION REQUESTS: (305)7624949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential, Construction Parcel #:1132060132970 Owner's Name: STEFANO CARNIATO Job Address: 150NE94Street Miami Shores FL Bond Number: Contractor(s) Phone Primary Contractor HOME OWNER Yes Owner's Phone: Total Square Feet: I Total Job Valuation: $ 30,000-00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. VZ7,2—, 7 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Vq1 INSPECTION RECORD�V�� STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks f- Interior Framing —j r Insulation " Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence ' f� Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS & DOORS INSPECTION DATE INSP Attachment FINAL PUBLIC WORKS INSPECTION DATE INSP Excavation 210 ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceilin h Rou h -i Telephon Roug Telephone Final TV Rough TV Final Cable Rough G,pble Final Irf ercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With 4g��/_., ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm FINAL INSPECTION I DATE I INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION I DATE INSP UndergroundPipe Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum , MECHANICAL