The URL can be used to link to this page

RC-10-1734Iel I L 1D 6,11--NIA- 60,{// -- o =De.1.- Li mi Shores Village 1S1;)(071-1g-00-16 t r 0.Building Department 1,, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 4941 t "L".PECTION'S PHONE NUMBER: (305) 762.4949 BUILDING i\ 1:4".-- lAj‘i APPLICATION FBC 20 ® 7 Permit Type: BUILDING OWNER Name (Fee Simple TTitleholde 0 � Q�" Address: , (1 G Permit No.gia rC l —131 Master Permit No. city: 1x 1 Awl! si-( S Tenant/Lessee ame: R �" Email: /J /A- state: g/ o Zip: T3 6%�' Phone#: '- JOB ADDRESS: (13 &Y UJ H 7 .c I City: Miami Shores County: Miami Dade Zip: 331 &! Folio/Parce1 #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: T S g Phon#: 3as" 24 c' c y Address: / 1-4/1 / /(J 4) city: / A141- ! State: 4 Zi 33 4( Qualifier Name: S f C le a Phone #: gaQ' State Certification or Registration #: Certificate of Competency #: Contact Phone#: Jg 3S-7-67b1,2 Email Address: Louis @ 1r � jt syS' 4c. CdW? Phone#: DESIGNER Architect/Engineer: Value of Work for this Permit: $ 2 !Z O0(.) Square/Linear Footage of Work: 7 Type of Work: DAddress l�teration CINew �i©Repair/Replace ❑Demollition Description of Work: (,tf e/ /ti i2e, y= 9 �% f il fr ! of 2 . Ali a) l4 -/& , eviabi! Utz U4ArtzmA (z, i-cJii )o New f =d ,i fl /7iS- COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F # #o *** *,ra+kie****** ***** * ******dr*+Y****Jrdr***** Submittal Fee $'� --LO Permit Fee $ C ?o ®� CCF $ CO /CC $ r ►.cam a' 9 $ i ' i 6,.1 Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ oubl�e Fee $ V / .0 as Structural Review $ TOTAL FEE NOW DUE $ Bo`. ing i parry's Name (if applica lge ItitY Bonding Comp y's Address ' N e City d State ti (� Mortgage Lender's Name (if appli Mortgage Len ( Pr's Address City !il state t" / Zip Al .4---- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIUAV T: 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 wi4 jglhe proved and reinspection fee will be charged S Oder of-Agent z :r- -a `9: C-) The i,...'• g„ksh er vi as acknowledged before me of: ispefsop ly �'.t a a ``' ..meor who has produced Ai74- To A '`"/ l /,w As identification and who did take an oath. C: Signature Contractor The foregoing instrument was acknowledged before me this day of SEP„ 20 /U , by 11 1 S E • TOLEDO My Commission Expires: to me or who has produced as identification and who did take an oath. NOTARY PU)p 11111 iotoa ° °o. .s My Commis es- oae• a 40 • O‘` °00"4411010I ub e© ** * * * * * * * * * * **4 #,t+Sr*** *i*** ** Ira*** * * * ***** *aril*** **** ***** ** * **i* *,r*** ** sa* APPROVED BY Plans Examiner * * * * * * * * * * * * * * * * * * * * * * * ** 7rZoning Structural Review Clerk (Revised 07 /10107)(Revised 06/1012009)(Revised 3/15109Xrev6/4/10) 1314aft3e�Crist Govemor (A super septic) 7701 W 18 Ln Hialeah, FL 33014 RE: Contingency Letter Application Document No: Centrax Permit Number: OSTDS Number: 561 NW 112 St Miami, FL 33168 Lot: 174 Octo 6, 2009 01( te. 44; G° A151940136 13 -SC- 100687 Ana M. Viamonte Ros, M.D., M.P.H. State Surgeon General Block: 5 Subdivision: West Shores Y Health Dear Applicant: This will acknowledge receipt of an application dated 10/22/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. This permit is granted for a remodeling job that will have no impact on the unobstructed area. If you have any questions on this matter, please call our office at (786) 315 -2444. Sincerely, Joseph Piverger, Engineer Specialist II Enclosures cc: Miami -Dade County Health Department 11805 SW 26 St, Miami, FL 33175 Phone: (786) 315 -2444 Fax: (786) 315 -2090 JUL /28 /2011 /THU 12:19 PM T &S ROOFING SYSTEMS FAX No.3052652685 P. 001 egt.fivi CERTIFICATE OF LIABILITY INSURANCE DA o��''g""°°' ryr) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTFICATE HOLDER. THIS CERTIFICATE DOES NOT AFF)RMATNELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE (SSUINO )NSURER(S ). AUTHORIZED REPRESENTATIVE OR (PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTAN L sthoCeitWcinenow issnADDm0NAL INSURED, the pommies) must beetidoread. IiSU13IWGATJDNIs WAIVED, subject to the femme and condlbone of the paw, certain sondes may require an endorsement. A statement on Ns certificate does not confer rights to the certt9c ate hoiderIn flsu ot'nob endoreementis). ADDLSUf#t 111 PRODUCER First Class Insurance Market 392 Minorca Ave. Coral Gables. FL 33134 Phone 305)441-2997 _ Fax ('95X441 -6443 L°r me YwX li ' E .• (305)44i 2097 I fa.** (305)4414443 � kimeognImm f 1j`� - ` - tuBUl APJIUY.rks canRAGE MC d iminiefie A L ENDURANCE AMERICAN sPEOtALTY INS COMPANY iNSUA@ T & 8 ROOFING SYSTEMS INC 1481 NW 23 S T R E E T MIAMI. FL 33142 • r'..A %n.=A rtd& w�.- '�.,- ..- ...... .... -.��_ INSURER E s TO DES (so Oancel INSURER C : • ❑ a aNS -Matte ® OCCUR tN$tffi a: $ 50,000.o0 , $ 1,000,000.00 1HSUIt> R t? _ PERSONAL $AWINJURY rNEtJRERFL GENERAL AD LAIR THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED HAMEDABoVE IN0I0ATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR OONDrl1ON OF ANY CONTRACT CR OTHER DOCUME;i1T CERTIFICATE MAYBE ISSUED OR MAY PERTAIN THE INSURANCE AlePOIWED by THE POLICIES DESCRIBED HEREIN EXCLUSIONS AND CONb1110NS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. FOR THE POLICY PBRIGD WITH RESPECT TO WHICH THIS IS SUBJECT TO ALL THE TERM$, i1��[( b1TZR TYPE OFIN$URANCB ADDLSUf#t 111 POLICY NUMBER 9FAIONID�D 07l20/2C'1 DI�y 11 n712012012 LEd1T$ g omeguRREsce s 1.000.000.00 A vrrlaRAt. L!ABIIJTY 2 COMMERCIAL GENERAL LIABILITY CEO 1000457300 TO DES (so Oancel S 100,000.00 • ❑ a aNS -Matte ® OCCUR ram Ens t+tny ors aason $ 50,000.o0 , $ 1,000,000.00 ❑ PERSONAL $AWINJURY 0 GENERAL AD LAIR $ 2,000,000.00 $ 2,000,000,G0 GENLAGEREEK1E LE"CT A��S}T.APPUESPEI: PRODUCTS -COMPARE ❑ POLICY • ❑ LOC :!F $ AUTOMOBILE LIABILITY .. El ANY AUTO t-.-.I AUTOSMED D - - C�wm &NGILR UM T 3 $ BODILY INJURY (Per Farecn) • SULTRY (Pet aa6idir $ ❑ HIRED AUTOS p�iDRY ZPOraa'E DAM1}Aee $ ❑ Cl UMBRELLA WA8 ❑ OOQUR ❑ EXCESS Ma ❑ CLAIM$ -MADE EACH �GCCURRENCE $ P.`3GREGATE E • A;TEN o $ WQ�M WN ARD EMPLOYERS' LUUEsTY Y! N OR��N tY .1 me IA - . Ati E ELEAOHAcnENr $ EL DISEASE - E?AEMPL.OYEE$ it A8)111 OF OrP TID ' EL MIME - POI.ICYLIMIT $ DESCRIPTION OF OPERATIONS! LOCATIONS! VEHICLE$ er c,arrctr -A•rc s tint nt±tt (Attach ACORD 90.1, Additional R emarks Sahedute, If more apace la required) _ - .. _ .. .... . CITY OF MIAMI SHORES 10050 NE 2 AVE MAIM( SHORES, FL 33138 AGORD 25 (2010105) QF • • • *1 ..,.r.. ••z SHOULD ANY OF THE MOVE DESCRIBED POLICIES BE CANCELLED BEFORE TH€EXPIRATION DATE THEREOF, NOTICE WILL RN DELIVERED IN .. ACCORD, R3 WITH THE POLICYPROVISIQNS. AUTR NTATIVE 10138- 2010ADORQ CORPORATION. All r1 his reserved. The ACORD name and logo are registered marks of ACORD JUL /28 /2011 /THU 12:20 PM T &S ROOFING SYSTEMS FAX No, 3052652685 P, 002 ACORa CERTIFICATE OF LIABILITY INSURANCE -- - CER*ICA1E NO. A DATE As11- assoco$4- ;Haws 031203021 10041 pm PRODUCER Highpoiat Risk Services LLC 14160 Dallas Parkway #SO0 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR . INSURERS AFFORDING COVERAGE I INSURED; ISMS 1 /o /f: T a S ROOFING SYSTEMS, INC. 14E5 ICE 22 ST MANLI, FL 33142 (305) 255 -2554 Fax: (305) 265 -2605 INSURER A: Corntaxaion Property and Casualty Insurance C INSURER B: • INSURER 0! INSURER D; INSURER E THE POLICIES OF INSURANCE MOD BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY pEOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH P0LI (E$. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, N TYPi� EONS RANCE -- POLICY PO CY EFFECTIVE nn A tuenmomn P C ! T n LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY • EACH CCCURRENca $ - FIRE DAMAGE (Any One NM 9 I CLAIMS MADE El OCCUR MED EXP Poy ena peraen) $ PERSONAL & ADV INJURY 3 GENERAL AGGREGATE 9 Gent AGORE{GAATTBUMITAIP'PJ5I$PER: 7 OUCY1 1 in: 1 ILOG PRODUCTS. COMP/OP AGO 9 I AUTOMOBILE — — — — _ LIABILITY ANYAUTO ALL ED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED CX)M81NW SINGLE LIMIT (Ea accident) BODILY INJURY (Per paean) 8 8 n (Per accident) : PROPERTY DAMAGE (Per accident) GARAGE UABIUTY ANYAUTO AUTO ONLY. SA ACCIDENT 5 oTHERTHM! EA ACC $ i AUTO ONLY: ACM 9 EXGE33 LIABILITY • EACH 000URRHNOE 5 OCCUR • CLAIMS MADE — AGGREGATE 5 5 — DEDUOTISLE RETENTION 5 5 5 A WORKERS COMPENSATION AND EMPLOYERS'LUU3R,1IY WC362727400 04/01/2011 04/01/2012 X I t tj0LWeI I° E,L.EACHAOOIDENT s -.- 1000000 EA_ DISEASE.EALt1PLOYEE $ 1000000 N.L =MAW- POUOY MET $ 1000000 OTHER • UNITS were � $ DUE ONooOPERatIONSI LOCATIONS/ VEHI • CLEstEXc1JJSa10NNSSADD® BYENDDDRSERENT /$PE0ALPRCVIgMONS goo effect, C is notoppro for gga d dffor loyal Appiiea to 100W Of Mich the clie t 1S0 not t, agets to04tS. j2011 , e ' 1 1 --- ERTI!ICATE HOLDER ADDITIONAL INSURED; INSURER LETTER; QTY OF MIAMI SHORES EOXLPXSI2 P$x'A3TMNET 10050 NE 21/13 AVE MIAMI SHORES, Fla 331392304 CANaLLATION SHOULD ANY OF /HE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAKED TO THE LEFT, BUT FAll.U9 TO DO SO SHALL IMPOSE NO OEUGATIONOR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR DATIVES AUTHORIZXG HavamanaTive ACORD 254 (7/07) ®ACORD CORPORATION 1988 FAX No, 3052652685 T &S ROOFING SYSTEMS OCT /18/2010/MON 02:46 PM MIAUFDADECOUNT 0-TAX COLLECTOR;,,,:_ 1 3y9O W_ FLA{al;ED STr :f1st FLOOR `:.s:k;3:?s, : THIS iSNOT ABILL -- DO NOT PAY RENEWAL ..„!:A..,632896 -7 4(1S1NES3NA4IEILOCATION RECEIPT KO. 6 9561 -6 T •& S ROOFING SYSTEMS INC STATEN CGC1515668" 9: • 1461 NW 23 ST r;;' 33142 MIAMI ;OWNER :•: T & s ROOFING SYSTEMS INC �4SE.c Type ofBUSllaess t _, ` A ERAL 1S A3• IHE8L1 RECEIPT W RCT PRIM 1IE �i. TO.VX*A7E AHY y:s�i �.'ih �✓' %a��'ri'`,9•S: 'ie:;�i .a�.•,!k'•.j`y �7T?a•4K^P:yri z... !`,�i...n••'': •yr:.. :`. � '�� 11 ••° .-A,QGAI BUSIN 74K'ELk.CEIPT `:N ' 2Oli..:::' E.DATAM DADE'CA,INTY.rSTATEQFFLQI IDA': a' r :� =r EXPIRES SEPT.:Ek 0j1.• ;' c. +. • .'; %i. ::Oc u w INU,S PEE'DISPI-AYED AT PLACE OF BUSINESS' • -I#k114P r 0., � V4T'! .•1U;CFAl�jj �!:'.F'i!:. 0•'•:sf;; a.i i',YO�• '4s'•�,�li %Yra.Xt�.'s� �:.. FIRST -CLASS U.S. POSTAGE I PAID MIAMI, R. PERQAIT X10.231 • IN tG�� yL 111.1k P TICt4 UIkTY:C6L:CIi1®. NICK I:IT: ^E %EMPT 1HE riCErY EA41 AHT OME tEiuuEr :i:•miti -ti viceHSs ST AJ1aA'Ii'CNs OF fi!_mtvr RECEIVED IE HCLEEE•SOUPLIPICA. 1•DArgrOU1iTI'MK 11LSCroI� s4�flosoaoof � 4:6 1 ,6 v`• � 430004A tgl1 11likV 11t 111l11 ii so3)111t 1tj SEE OTHER SIDE BUILDING CONTRACTOR WORKER /S 1 DO NOT FORWARD • T & S.ROOFINC SYSTEMS INC LOUIS TOLEDO •PRES 1461 NW 23 ST MIAMI FL 33142 125 I • 9' OCT /18 /2010/MON 02:44 PM T &S ROOFING SYSTEMS FAX No, 3052652685 P. 001 STATE OF FLORIDA DEPARTMENT OP BUSINESS . ND PROFESSIONAL REGULATION CONSTRUCTION' INDUSTRIC LICENSING! BO.A.RD 1940 NORTH TALLAHASSEE FL T STREE TOLEDO LOUIS EMIL T & S TOLEDO, SYSTEMS INC 1.455 NW .23 ST MIAMI FL 33142 - -739 (850) 487 -1395 Congratulations) With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barrbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. FoLinfoixoatioo_a sLouceands- please lop onto www.myfioridaiioense.com. mpacty u subsscrribe to department newsletters a nd learn more about then that Department's initiatives. Qur mission at the Department le: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new llconsel DETACH HERE iy cwt �a1`. ? ` '(: ',,-�, r:.ri',:. `r'" r"v �7i �� - �f'z. te' v stf i lie 1- - r "11: . °�`4 �°�i @ n. 'E`�� t tJ ! '°+ i7 yG Ei n j�3 ,e s {tP.•C,k�' 9�Ax ::A El°'. P@ ' �8.+. '�!^ �S -w .1 . Yr err 71 ca l a �� ' ,*a' r; ; ,, ' T e r ,lfA 4 DATE BATCH NUMBER n'ir A UNN .- ve ' Aa.,,,,p, Permit No: 10 -1734 Job Name: June 6,2011 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 /Plans must be approved by Miami Dade County WASDfor impact fees. $)J The energy calculations show R-19 wood frame at exterior but there are no wood exterior walls. 3) Provide window a door product approvals reviewed aid signed approved by the designer of record. The product approval submitted does not meet the impact requirements. Provide new approval or shutters. The approvals are not sliders as per plan. REVIEW STOPPED PENDING CHANGES. Plan review is not complete, when all items above ae corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �Ax, 305--• -D;(5g) 06/07/2011 09:43 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES lid.]001 * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1453 RECIPIENT ADDRESS 93053822823 DESTINATION ID ST. TIME 06/07 09:43 TIME USE 00'19 PAGES SENT 1 RESULT OK fIe4I( —d-/iW€- u-% Permit No: 10 -1734 Job Name: June 6, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Plans must be approved by Miami Dade County WASDfor impact fees. 2) The energy calculations show R-19 wood frame at exterior but there are no wood exterior walls. 3) Provide window a door product approvals reviewed aid signed approved by the designer of record. The product approval submitted does not meet the impact requirements. Provide new approval or shutters. The approvals are not sliders as per plan. REVIEW STOPPED PENDING CHANGES. Plan review is not complete, when all items above as corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 IYI iami Shores Vijiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 10 ' 13 DATE: 6 /2/i 1, 6/Contractor' ❑ Owner ❑ Architect /2141VS Picked up 2 sets of plans and (other) /&(- b• ( 'neiov C/S . Address: Sly ( Nj f 1 2 Sl From the building department on this date in order to have corrections done to plans And /or get County stamps. 1 undi tand that the plans need to be brought back to Miami Shores Village Building Defy eft t continue permitting process. evi r� Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT. PERMIT #: -C-A Q r731-1 DATE: y Zio t I, 7'/eclx Vfa'io, ❑ Contractor ❑ Owner ❑ Architect 1 I ahtlYN ed up 2 sets of plans and • her) Address: • E tv k.) 1 I ti. From the building department on this date in order to have corrections done to plans And /or get County stamps. I unde stand that the plans need to be brought back to Miami Shores Village Building Depa = nt to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. I0 .. ji34. Job Name Al t L4se y� Date '6 /,t STRUCTURAL CRITIQUE SHEET 1'144 vbre,' egY S 1,;#(/' IA' 1 hisis ay s rAtzde s &c T., 3 ?1 lit -3 . Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: (V - 1757 DATE: /(/ 1, Ct &rail Contractor ❑ Owner •❑ Architect /2t47-voi-I —)30)(-014 "�''i S c..T, L 'pr-A91-4- tc (L 2 7u2 Picked up 2 sets of plans and (other) , /�' 6" � � 56.E -L. Address: 5Ce ) l 2— S—T From the building department 'n this date in order to have corrections done to plans And /or get County stamps. I un stand that the plans need to be brought back to Miami Shores Village Building De .�" ent to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: a) 8 lac I J P( s PERMIT CLERK INITIAL: e___,CA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /6 r 11, 4. Job Name Date STRUCTURAL CRITIQUE SHEET twin oteraili star 6(014,41f 11 p1 o x.c rj G 0n r�r14. el t Si. Air Sd41'' - 117. sl,•14 -3, Vt'lly ista f r,se S7 a .ff rlAvt Nfa}.e + t4101 Sir en 9,4 of red)" Je, !.s Coo, G t• co /psi , "14 6, o o V, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET DuA,--Lf2)o-Nr I( Permit No: 10 -1734 Job Name: February 22, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida.33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Tans must be approved by Miami Dade County WASDfor impact fees. Tans must be approved by HRS for the septic system. Impact fees must be paid with Miami Dade County planning and zoning. 4l' Corrections for zoning, structural and mechanical must be completed. ,,5) The plans have been designed under the wrong code. Please redesign the work under �/ the Florida Building Code 2007 with the 2009 addendums. The wind Toad calculations have been made under the wrong code, use ASCE -7 05. ) The permit is to change the use of this from storage to R3but application does not describe this. The application must have the contractor information completed. ) Provide energy calculations. �id 8) Provide window a door product approvals reviewed a signed approved by the designer of record. 9) Provide design wind loads for all new /altered openings. 10) Identify all egress on plans including secondary means of escape. Page 1 of 1 REVIEW STOPPED PENDING CHANGES. Plan review is not complete, when all items above as corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 `Qil -%, c a5=9. -351 2ro (5r—OF-2— 02/23/2011 13:50 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1087 RECIPIENT ADDRESS 93053822823 DESTINATION ID ST. TIME 02/23 13:49 TIME USE 00'37 PAGES SENT 3 RESULT OK Permit No: 10 -1734 Job Name: February 22, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by Miami Dade County WASDfor impact fees. 2) Plans must be approved by HRS for the septic system. 3) Impact fees must be paid with Miami Dade County planning and zoning. 4) Corrections for zoning, structural and mechanical must be completed. 5) The plans have been designed under the wrong code. Please redesign the work under the Florida Building Code 2007 with the 2009 addendums. The wind load calculations have been made under the wrong code, use ASCE -7 05. 6) The permit is to change the use of this from storage to R3but application does not describe this. The application must have the contractor information completed. 7) Provide energy calculations. 8) Provide window a door product approvals reviewed and signed approved by the designer of record. 9) Provide design wind loads for all new /altered openings. 10) Identify all egress on plans including secondary means of escape. REVIEW STOPPED PENDING CHANGES. Plan review is not complete, when all items above ale corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 7 305 - 795 -2204 02/23/2011 13:27 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES i j 0 01 * * * * * * * * * * * * * * * * * * * ** *s* TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1084 RECIPIENT ADDRESS 93052652685 DESTINATION ID ST. TIME 02/23 13:26 TIME USE 01'11 PAGES SENT 3 RESULT OK Permit No: 10 -1734 Job Name: February 22, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida.33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by Miami Dade County WASDfor impact fees. 2) Plans must be approved by HRS for the septic system. 3) Impact fees must be paid with Miami Dade County planning and zoning. 4) Corrections for zoning, structural and mechanical must be completed. 5) The plans have been designed under the wrong code. Please redesign the work under the Florida Building Code 2007 with the 2009 addendums. The wind load calculations have been made under the wrong code, tse ASCE -7 05. 6) The permit is to change the use of this from storage to R3but application does not describe this. The application must have the contractor information completed. 7) Provide energy calculations. 8) Provide window a door product approvals reviewed aid signed approved by the designer of record. 9) Provide design wind Toads for all new /altered openings. 10) Identify all egress on plans including secondary means of escape. REVIEW STOPPED PENDING CHANGES. Plan review is not complete, when all items above ae corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO / 305 - 795 -2204 112t\ 1IZNI11J� '1411` fleenk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 10— n--Y1. DATE: 10 &O 10 I, 1011.06K ❑ Contractor ❑ Owner ❑ Architect Pick- • up 2 sets of plans and (o Address: ,• \\ok-Y\ \ 4y\ /1Or es\-- 10e. Dafteded, (OA WO From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ap ent o continue permitting process. Acknowledged by:'`'' PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: NO ? ►1 POucernois Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- R G /' ` ! i)' Job Name: x`-02 Page 1 of 1 ELECTRIC Critique Sheet ?4' ' 2, /7 47; �c E'609t.�cJP5 e 91°1 9 ricrAft, # r,g;A:r v e )— ft/4,9 4 4,1_44 ,,,Wx )e_ c rep/2 s �'�' f ,te% �% ®�/��- 5i� ®re-e / O I-iL 47,4 )14�� "r„ //I ,reo. P ci /5�/ e31r / •p e-/L. 107 A- It ( d- - I ® 4,14° rf°-s� 41z /97 ie �5 ,(/2» r %_ T Agirair 11 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date do -ti13/-\ MECHANICAL CRITIQUE SHEET tP Aeer svz-e) Permit No: 10 -/? Job Name /Q, /Gy- , 2010 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ;fJr� C.t/,i & Amide 4 // J ;�4C ( 4e7 44i 10 :- to -- Gt c .—k — NO-1 AtiL ca►-re,-(_ C1� e Aix 3�c (S —39 (0 �o Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 10/19/2010 14:07 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 02001 * * * * * * * * * * * * * * * * ** *** * ** TX REPORT * ** TRANSMISSION OK TX /RX NO 0687 RECIPIENT ADDRESS 93053853466 DESTINATION ID ST. TIME 10/19 14:06 TIME USE 00'44 PAGES SENT 4 RESULT OK 10141,b6 Permit No: 10 - /%Jfr/ Job Name /0r/ey , 2010 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 0 —Iy 4D Cwt Ta c-tc y2 - cG D tP\ e a c Ax.: "tea -3M 10/19/2010 10:49 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 0683 RECIPIENT ADDRESS 93053853466 DESTINATION ID ST. TIME 10/19 10:48 TIME USE 00'47 PAGES SENT 4 RESULT OK 1'1(pt; {-f+ra.)R -L Permit No: 10 -/Zy Job Name /D -/`( , 2010 ,( e d T t/ y &VL'4 eiL, Miami Shores Vinage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 bof d, le ri?,46,0 4942,.E , 10 -iM It -- CO.)-Calkenc tc-t j a� HeNFAZic crbx: 3c: • . - -391 C Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 8 l73 Job Name PLUMBING CRITIQUE SHEET ij€I 1/17 PrA Fe5,e /,,c_ ss �� . z.ev-e mer- 4e,,eyor-Ae 1,017,,7 2- NOTICE OF COMMENCEMENT A MOISES ccrr MIST BE PO= owns m env in 'TM W Of MST EST= PERMIT NO. ID -14 3 q TAX FOUO NO-- STATE OF FLORIDA: COUNTY OF hEAMI-BADE THE UNDERSIGNED hereby tOtros notkie that krmvemeM&Wi1 bo mode to certabt teal property, and in accordance *MX:hooter 713, Florida Stelae% the f090V410 81forrnation s provided In this Notkm Commencement. 1111111 11111 11111 11111 1111111111 11111 1111 1111 C F 14 2 0 11 R 0 4. 8 43 4- 7. 2 'OR Bk 27766 P9 3BZ11 (11)s) ' • .* RECORDED O7/22/2011 1607:2Q • HARVEY RUVINv CLERCOF COURT MIANI-DADE COUNTY, FLORIDA LAST PAGE 3. Owner(s) name and interest in propIY: Name andaddrese of fee simple titleholder: 4. Contractor's name. address and Phone einem 31,/ 5. Surely: (Payment bond rewired by Name, address and pitnei number: Amount of bond $ 14- 6. Lender's name and address: Ai e' 7. Persons within the State of Florida designated by °valor upon whom notices er other document% may be saved as Provided by Section 713.13(1)(47., Florida Name, address and phone 'umber: s. in addition to tiknself„ Owners designates the following person(a) to receive a copy of the Liana's Notice as provided in Section Name, atkireso and phone number: 4- 713.13(1)(b). Florida Statutes. 9. Expiration date of this Notice of Cornmercentent (the expetten dete is flows= the dew of Reading unites a demerit date a epeeitted) WARNING TO I. ANY PAYMENTS MADE BY THE OWNER AFTER THE )OPIRATION OF THE NOTICE OF OCastMENCEMENT APE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAM' I. SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR MING TWICE FOR IMPROvEmertS.TO YOUR PROPERit A NOTICE OF commENcEmENr War GE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 'YOU MEND TO =AIN -FINANCING, C014SUL7 wiTH YOUR LENDER OR AN ATTORNEY BCE COMMENCING WOW OR RECORDING YOUR M31ICE OF COmMINCEMENT. Prepared Sy . // ..• ry Authorized Officer/Direottw/Partner/Manager .41024a Piepered By ,., A..._," , Gai ''./ SIgnature(s) of - , ,-. Print Name ' e/O :, Print / ONime , ' 1 Tbffe ,e /F Tftftce / / STATE OF COUNTY OF MIAMi-DADIE - The f., t„_ ;ow . l'i i oserowledgerl before me this _._f26/ day of. Z/f* .---0-0.-1-1--- aindlvidually or as for O Personally known, or fit produced the fonowing.type of klindificaticxx Signature of t4otary Public: Print Nemec MAP Under penalties of that the *facts. 0 • • ^;,•11_,..c$ ; .11112::: that 1 have read the friregoing and it - we, to the best of my knowledgo anctbellet or Owner(ers Authorized Officer/Dkact. storm PACI133 NER ROC E MY COMMISSION # EE 98149 EXPIRES July 22,2015 Firldal**rnamboxen ADD aaotea • —4,1111•42011r ,0001111ft AftorWifalaldif obi "775'b. BY I HEREBY CERTIFY Matteis Is e "wimpy onto 0400 reed In Saclike of WIT■2 2 21 1 .A.0.20 ey hartlene kr- - Seal. WIVE RINK CLERK 01Ckcitit and Coots D.C. Permit Number: RC -9 -10 -1734 l Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 191895 Inspection Date: May 21, 2013 Inspector: Bruhn, Norman Owner: MARIE LERICHE, JOSEPH MILIEN Job Address: 561 NW 112 Street Miami Shores, FL 33168 -3317 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1121360210930 Phone: 305/265 -2654 Building Department Comments COMPLETE RENOVATION OF 1 ST FLOOR. FINISH FRAMING FLOORING AND NEW STAIRS. LICENSED CONTRACTOR TO MEET WITH BO PRIOR TO ANY FURTHER INSPECTIONS. NB done Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 21, 2013 Page 1 of 1 ANATOLIA ENWINEERINC SERVICES, INC CONSULTING ENGINEERING 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FLORIDA 33069 TELEPHONE: 954- 394 -5683 OR 954 -682 -6651 FAX: 954-903 -4284 Email rocastructuralde @bellsouth.net Certificate of Authorization No. 28792 AS BUILT CERTIFICATION City of Miami Shores Building and zoning Department Miami Shores, Fl. RE: As Built for Residential Building At 561 NW 112TH Street Miami , Florida Permit # :10 -1734 Gentlemen: An inspection was made on 02/22/12.I hereby attest the new wall of this addition is structurally sound and satisfies the referenced project requirements of the 2007 Florida Building Code in effect of this date. February 2012.My Statement is based on the following methodology procedure: visual and metal detection by making a hole in wall and ceiling WALLS: 8"x8"xl 6" concrete masonry unit exterior wall with 1# 5 vertical reinforcement @ 4'- 0" on center set into existing footing and bent 12" horizontal. Into conc. cap and 9 gauge ladder type horizontal joint reinforcement every other course extended min. 4 inches into concrete column .New R -5 insulation in voids between vertical furring channels .New %2" gypsum wallboard fastened with 1 'A" Drywall screws at 12" on center over 7/8" galvanized hi -hat furring channels at 24" o.c. vertically fastened w /4d cut nails at 16" o.c. on the family room. WINDOW AND DOOR INSTALLATIONS: New windows and Doors were installed on exterior Walls Framing according to the plans and control product approvals. tempered safety glass. Miami -Dade County approved products. All the windows pressures comply with ASCE 7- 05. INSULATION: New R -19 foam insulation as per approved plans has been visually approved as per 2010 Florida Building Code. I find that all aspects of this system conform to the "Approved Plans" and the 2007 Florida Building Code., 2009 Revision and The Steel Construction Manual, ASD Ninth Edition. Should you have any questions or need ant additional information, please do not hesitate to contact me. Best Regards, Carl G. Forbes P.E. # 20699 '�i •••• � •may'• � 'A ♦ V ��r .20699 STATE OF 4` • RATIONAL ANALYSIS AND ENGINEE GN CALCULATIONS COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15 -23 AND 2007 FLORIDA BUILDING CODE PROPOSED AS BUILT ONE STORY RESIDENCE FOR MAY 2 R DESIGN PARAMETERS: FLORIDA BUILDING CODE, 2007 EDITION. ACI 318 -05- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. WIND ANALYSIS PER ASCE -7 -05 . • WALL SYSTEM - ENGINEERED UNIT MASONRY AS PER R606 STEEL DESIGN PER AISC 13TH EDITION(ASD). DESIGN LOADS: ROOF LIVE LOAD 30 PSF. ROOF DEAD LOAD 15 PSF. • Qh =39.4 PSF • UPLIFT PRESSURE FOR ZONE 1- 43.25 PSF • UPLIFT PRESSURE FOR ZONE 2- 55.49 PSF • UPLIFT PRESSURE FOR ZONE 3- 62.77 PSF BASIC WIND SPEED - 146 MPH(EXPOSURE C). • EXTERIOR WALL HIGH= 7' -1" TO 7' -4" F'c= 3,000 psi for floor slab @ 28 day Compressive Strength of all Concrete. F'y = 60 ksi New Billet Steel. Concrete Slump for Slab, Footing, Beams and Columns shall not exceed 6 ". Concrete Slump for CMU walls shall not exceed 9" + / -1 ". Gollaville K. Rao P.E. 41516 Seal: PAGFA i TO 22 WIND LOAD AS PER ASCE 7 -05 Pages: 1 -4 FOOTING DESIGN Pages: 5 MASONRY WALL DESIGN Pages: 6 WOOD JOIST & WOOD LEDGER DESIGN Pages 7 -10 UPLIFT & GRAVITY LOAD DESIGN FOR COMMON AND GIRDER TRUSS PAGES: 11 -14 ABCHOR ST'f DESIGN Pages : 15 PLYWOOD DIAPHRAGM DESIGN Pages: 16 NOTICE OF ACCEPTANCE(NOA) Pages 17 -22 5/21/201 0 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: GnIlavillP K Rao PE Company Name: Description: User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, III, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Siope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave H eight (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B Width Paral. To Wind Dir (1 Building 146 Ll C 1 0.3 1.2 Monoslope 0.85 7.33 7.33 7.33 57.00 58.00 mph Hz :12 Deg ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim Flexible Structure 0.13 No Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values 900.000 9.500 1 Alpha = zg = At .= Bt = Bm Cc = 1= Epsilon = Zmin = 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm lzm Lzm Q Gust2 Zmin Cc * (33 /z) ^0.167 I *(zm /33) ^Epsilon (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 15.00 0.2281 427.06 0.9162 0.8809 ft ft Gust Factor Summary 05 - G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 1 B WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib /ft^2 Pressure (Ib /ft^2) Windward WaII* +GCpi -GCpi 15 0.85 1.00 39.37 19.69 33.86 Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting System (Method 2) L z L Variable Formula Value Units Kh 2.01 *(15/zg) ^(2 /Alpha) 0.85 Side Walls -0.70 Kht Topographic factor (Fig 6 -4) 1.00 57 ft face Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 3.9.37 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Dist from Windward Edge: 3.665 ft to 7.33 ft - Min Cp -0.90 Qhcc .00256 *V ^2 *1 *Khcc *Kht *Kd 39.37 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Area (sq. ft.) Reduction Factor Roof Pressure Coefficients, Cp 771.00 Calculations for Wind Normal to 57 ft Face Cp Pressure (psf) Additional Runs may be req'd for other wind directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 57 ft wall) -0.50 -23.70 -9.53 Leeward Walls (Wind Dir Normal to 58 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Roof - Wind Normal to Ridge (Theta <10) - for Wind Normal to 57 ft face Dist from Windward Edge: 0 ft to 14.66 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 3.665 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 3.665 ft to 7.33 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 7.33 ft to 14.66 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 14.66 ft -1.30 -50.60 -36.42 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 58 ft face Developed by Meca Enterprises, Inc. Copyright 2006 5/21/2010 Page No. 2 5/21/201 0 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Dist from Windward Edge: 0 ft to 14.66 ft - Max Cp -0.18 -13.11 Dist from Windward Edge: 0 ft to 3.665 ft - Min Cp -0.90 -37.21 Dist from Windward Edge: 3.665 ft to 7.33 ft - Min Cp -0.90 -37.21 Dist from Windward Edge: 7.33 ft to 14.66 ft - Min Cp -0.50 -23.82 Dist from Windward Edge: > 14.66 ft -0.30 -17.13 1.06 -23.03 -23.03 -9.65 -2.95 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg) ^(2 /Alpha) Kht = Topographic factor (Fig 6 -2) Qh = 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Theta = Angle of Roof 0.85 = 1.00 39.37 = 1.2 Deg Coma Transverse Dire Corner n Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) c— N ch ,:t In c« W W W W N CO 0.40 0.18 -0.18 39.37 8.66 22.84 -0.69 0.18 -0.18 39.37 -34.26 -20.08 -0.37 0.18 -0.18 39.37 -21.66 -7.48 -0.29 0.18 -0.18 39.37 -18.51 -4.33 -0.45 0.18 -0.18 39.37 -24.81 -10.63 -0.45 0.18 -0.18 39.37 -24.81 -10.63 0.61 0.18 -0.18 39.37 16.93 31.11 -1.07 0.18 -0.18 39.37 -49.22 -35.04 -0.53 0.18 -0.18 39.37 -27.96 -13.78 -0.43 0.18 -0.18 39.37 -24.02 -9.84 p = qn , (GCpf - GCpi Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 2a 4 • 3t 2 3' r- WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 2' 2' 3 2 I3 a 2a Theta W Ht Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a = 2.932 = => Double Click on any data entry line to receive a help Screen 3.00 ft Component width (ft) Span (ft) Area (ftA2) Zone GCp Max Min Wind Press (1b /ft^2) Max Min window A 3.08 4.16 12.81 4 0.88 -0.97 41.85 ' -45.39 window B 2.16 3.08 6.65 4 0.90 -0.99 42.52 -46.07 window C 2.16 3.08 6.65 4 0.90 -0.99 42.52 -46.07 window D 2.33 2.33 5.43 4 0.90 -0.99 42.52 -46.07 window E 2.16 3.08 6.65 4 0.90 -0.99 42.52 -46.07 window F 3.16 3.08 9.73 4 0.90 -0.99 42.52 -46.07 window G 3.16 3.08 9.73 4 0.90 -0.99 42.52 -46.07 window H 2.16 2.16 4.67 4 0.90 -0.99 42.52 -46.07 Door 3 6.67 20.01 4 0.85 -0.94 40.64 -44.18 Masonry wall 4 7.33 29.32 4 0.83 -0.92 39.60 -43.14 Masonry wall 4 7.33 29.32 5 0.83 -1.11 39.60 50.85 Joist 1.33 14 65.33 1 0.22 -0.92 15.60 -43.25 Joist 1.33 14 65.33 2 0.22 -1.23 15.69 -55.49 Joist 1.33 14 65.33 3 0.22 -1.41 15.69 -62.77 Note: * Enter Zone 1 throuah 5. or 1H through 3H for nvPrhanns Developed by Meca Enterprises, Inc. Copyright 2006 5/21/201 0 Page No. 4 Footing Design r 2007 Florida Building Code (05 NDS11 Ver: 5.05 Bv: Gollaville K. Rao PE on: Proiect: Baily - Location: 12"x16" spread Ftg. Summary: Footing Size: 18.0 IN Wide x 12.0 IN Deep Continuous Footing With 8.0 IN Thick x 88.0 IN Tall Stemwall Longitudinal Reinforcement: (2) Continuous #4 Bars Transverse Reinforcement: #4 Bars @ 9.00 IN. O.C. (unnecessary) Footing Loads: Live Load: PL= 240 PLF Dead Load: PD= 120 PLF Total Load: o PT= 360 PLF Ultimate Factored Load: Pu= 576 PLF Load Calculator Roof Live Load: RII= 30.0 PSF Roof Dead Load: Rd1= 15.0 PSF Roof Tributary Width: Rtw= 8.0 FT Second Floor Live Load: 2F11= 0.0 PSF Second Floor Dead Load: 2FdI= 0.0 PSF Second Floor Tributary Width: 2Ftw= 0.0 FT First Floor Live Load: 1F11= 0.0 PSF First Floor Dead Load: 1 Fdl= 0.0 PSF First Floor Tributary Width: 1 Ftw= 0.0 FT Wall Height: Wh= 0.0 FT Wall Dead Weight: Wdw= 0.0 PSF Footing Properties: Allowable Soil Bearing Pressure: Qs= 2000 PSF Concrete Compressive Strength: F'c= 3000 PSI Reinforcing Steel Yield Strength: Fv= 60000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 18.0 IN Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.25 IN Stemwall Size: Width: W= 8.0 IN Depth: Depth= 88.00 IN Bearing Calculations: Required Footing Width: Wrea= 3.1 in Ultimate Bearing Pressure: Qu= 240 PSF Effective Allowable Soil Bearing Pressure: Qe= 1 394 PSF Beam Shear Calculations (One Way Shear): Beam Shear: Vu 1= 0 LB Allowable Beam Shear: vc1= 9218 LB Bending Calculations (Transverse): Factored Moment: Mu= 784 IN -LB Nominal Moment Strength: Mn= 11191 t IN -LB Reinforcement Calculations (Transverse): Concrete Compressive Block Depth: a= 0.5 i IN Steel Required Based on Moment: As(1'1= 0.00 IN2 Minimum Code Required Reinforcement (Shrinkage/Temperature ACI -As(2; -I. 0.26 IN2 Controlling Reinforcing Steel: As read: C.23 IN2 Selected Reinforcement: #4 Bars O. 9.00 IN. O.C. Reinforcement Area Provided: As= 0.26 IN2 /FT Development Length Calculations: Development Length Required: Ld= 13.15 IN Development Length Provided: Ld -prov= 4.00 IN Note: Plain concrete adequate for bending, therefore adequate development length not required. Reinforcement Calculations (Longitudinal): Minimum Code Required Reinforcement (Shrinkage/Temperature ACI- As(2) =1: 0.39 1N2 Selected Reinforcement: (2) Continuous #4 Bars Reinforcement Area Provided: As= 0.39 IN2 Fs = Fs/ = F'm = Es = Em = n= Fh = Fa = ACI 530-05 MASONRY DESIGN FOR EXTERIOR WALL HIGH 32.00 KSI 25.83 PSI 1500.00 PSI 29500.00 KSI 1350.00 PSI 22 666.67 PSI 300.00 PSI Es /Em 4/3 INCREASE FOR WIND LOADS 4/3 INCREASE FOR WIND LOADS IUT OF PLANE BENDING FOR MASONRY WALLS 1 BAR SPACING= 48.00 in HEIGHT = 7.33 FT REINFORCEMENT (1 #5 @ B= D= rho = rho *n = k= = 12.00 in 3.82 in 0.00175 0.0381 0.24 0.92 AXIAL LOAD /FT = AREA OF MASONRY = WIND LOAD = fb = fa = fs= 224.56 psi 11.72 psi 15.48 KSI fa /Fa + fs /Fs = 48.00 IN O.C.) 0.08 in2 1.50 KIPS 128.00 in2 54:00 PSF MOMENT= 4.35 kip -in 0.52 < 1.0 OK 1REINFORCEMENT (1 #5 @ 48.00 IN O.C.) I FOR 7.33 FT WALL HIGH EffecLtve Lengtt: Rearing W'.t:h « 5 Spacing of�Conceaera 1 Protect: Baily Summary: 1.5 IN Sectio Interior Span Dead Live L Total Roof Rafter( 2007 Florida Building Code (05 NOS)1 V"r: 5.05 By: Gallaville K. Rao PE on: Location: 2 x 6 @ 12" o.c. 5.5 IN x 15.0 FT (13 + 2) A 12 O.C. 1#2 - Southern Pine - Dry Use Adequate By: 1.7% Controlling Factor: Moment of Inertia / Depth Required 5.47 In eflectlons: oad: DLD- Interior" 0.27 ad: LLD - interior= 0.58 oad: TLD- Interior= 0.85 Eave Deflecti•ns (Positive Deflections used for design): Dead oad: Live Lead: Total oad: Rafter End La,; ds and Reactions: Upper Live Load: Upper Dead Load: Upper otal Load: Lower Live Load: Lower Dead Load: Lower Upper Lower Rafter Data: Interio Eave S Rafter Rafter Roof s Live L Total L Rafter Loads: Roof Li Roof Roof D Slope Adiuste Interio Eave S Rafter Rafter Rafter Properties For Bendin Shear Modul Stress Adjusted Prop Fb' (Te A Fv': A Design Reauir Contro 6. Cr Contro At Cr Comparisons Sectio otal Load: auiv. Tributary Width: quiv. Tributary Width: Span: an: pacing: itch: eathina applied to top of joists -Top of rafters fully braced. ad Deflect. Criteria: ad Deflect. Criteria: e Load: ad Load: ration Factor: Spans And Loads: Span: an: lye Load: ead Load: otal Load: #2- Southern Pine Stress: tress: s of Elasticity: erpendicular to Grain: rties sion): ' ustment Factors: Cd =1.15 Cf=1.00 Cr =1.15 Area (S Momen iustment Factors: Cd=1 15 merits: lino Moment: Ft from left support of span 2 (Center Span) tical moment created by combining all dead loads and live toads on span(s) 2 lino Shear: right support of span 2 (Center Span) tical shear created by combining all dead loads and live loads on span(s) 2, 3 ith Required Sections: Modulus (Moment): Srea= S Area Am of Inertia (Deflection): Irea= OLD -Eave= LLD -Ewe= TLD -Eaver LOADS: 195 PLF 95 PLF 290 PLF 260 PLF 130 PLF 389 PLF UTWea= LTWeq= L L -Eavew Spacing= RP= L' Li LL= DL= Cd= L -adigt L- Eave -adia wL -adi= wD -adi= wT- adj :x. - Fly.--"- Fv= - E= Fc- perp= .. Fb'= - Fv' IN IN = L/269 IN = L/183 0.00 IN 0.03 IN = 2L/1594 0.00 IN = 2L/48000t RXNS: 195 LB 95 LB 290 LB 260 LB 130 LB 389 LB 6.5 FT 8.65 FT 13.0 2.0 12.0 0.0 240 180 FT FT IN O.C. :12 30.0 PSF 15.0 PSF 1.15 13.0 FT 2.0 FT 30 - - PLF 15 -- -PLF 4h' - VLF - 1250 - PSI 9.0 :1:1S1 16000M-- PSI 565 - - 165.1 :PSI PSI 104 -- -PSI M = 936 -- 'FT -LB V= 299 LB ear): 6.79 7.56 4.34 8.25 20.46 20.80 N3 N3 N2 N2 N4 N4 Project: Bally - Summarv: 1.51N Sectio Interior Span Dead L Live La Total L Eave Deflectio Dead L Live L Total L Rafter End Lo Upper Upper Upper Lower Lower Lower Upper Lower Rafter Data: interio Span: Eave S • an: Rafter pacing: Rafter itch: Roof s eathinq applied to top of joists -Top of rafters fully braced Live L• ad Deflect. Criteria: Total • ad Deflect. Criteria: Rafter Loads: Roof L ve Load: • Roof ra -ad Load: Roof ' uration Factor: Slope Adiuste Spans And Loads: interio Span: Eave pan: Rafter Live Load: Rafter Dead Load: Rafter Total Load: : #2- Southern Pine a Stress: tress: s of Elasticity: Perpendicular to Grain: erties nsion): justment Factors: Cd =1.15 Cf =1.00 Cr�- -1.15 iustment Factors: Cd =1.15 ements: Hine Moment: 468 Ft from left support of span 2 (Center Span) itical moment created by combining all dead Toads and live loads on i pan(s) 2 346 LB Iling Shear: right support of span 2 (Center Span) itical shear created by combining all dead loads and live loads on spans) 2, 3 ith Reauired Sections: Modulus (Moment): Roof Rafter{ 2007 Florida Building Code (05NDS)1 Ver: 5.05 By: Gollaville K. Rao PE on: Location: 2 x 6@ lb c.c. 5.5 IN x 13.16 FT (11.2 + 2) 16 O.C. / #2 - Southern Pine - Dry Use Adequate By: 14.0% Controlling Factor: Section Modulus / Depth Riiiquired 5.16 In eflections: ad: DLD- Interior 0.19 LLD - Interior= 0.42 TLD- Interior= 0.61 d: ad: s (Positive Deflections used for design): ad: d: ad: ds and Reactions: ive Load: ead Load: otal Load: ive Load: ead Load: otal Load: auiv. Tributary Width: quiv. Tributary Width: Properties Fo Bendi Shear Modul Stress Adjusted Pro Fb' (T A Fv': A Design Reaui Contr 5 C Contr A C Comparisons Sectio Area ( DLD -Eave' LLD -Eaves TLD -Eaves LOADS: 167 PLIF 81 PLIF 248 PLIF 233 PLIF 116 PLF 349 PLF UTWeag LTWeq' L= L -Eaves Spacing= RP= 1./ 1./ LL= DL= Cd= L -ad i+• L- Eave -adi= wL -adig wD -adi= wT -adj Fh� _ - 1250 ' . P'SI Fv- - 90. PSI 6*- --i6000,90 _ PSI Fc -perk= 5q*•--f'SI Fb :sg ' 1653: PSI Fv' 104- PSI iVI= 914 - - -FT -LB 0.00 0.04 0.00 RXNS: 223 LB 108 LB 331 LB 310 LB 155 LB 466 LB 5.58 7.76 11.16 2.0 16.0 0.0 240 180 30.0 15.0 1.15 IN IN = U319 iN =L/218 IN IN = 2L/1369 IN = 2L/480000 FT FT FT FT IN O.C. :12 PSF PSF 11.16 FT 2.0 FT 40 PLF 25 -- PLF -&G - - PLF hear): Mome t of inertia (Deflection): Srea= S-= Area= l recP 6.64 7.56 5.01 8.25 17.14 20.80 N3 N3 N2 N2 N4 N4 1 CHECK WOOD LEDGER AND ANCHOR BOLT DESIGN ACI- 318 -05 , NDS 2005 AND 2007 FBC REQUIREMENTS PROJECT: spacing= Span= fc= fY= 2 ft o/c 12ft 3 Ksi 60 Ksi Bolt 1.33 o/c line Toad along rafter= Design Toad: Dead load: Live load: otal: 359.1 #Ift 15 30 45 psf psf psf CChecking P.T: Ledger: b= f 1.5 x de= Nds Values Fb= E= Fv= FL= 1400 psi 1600000 psi 90 psi 565 psi Bolt length= Kwik Bolt KB3Exp. anchor= Embedment =(in) Bolt Shear Capacity(Ibs)= Bolt Tension Capacity(Ibs)= 9 in 0.500 4.75 3020 2355 5.5 in 3v /2bde = Fv= 1.5fv= 130.58 psi 135 ft-Kips > 130.58 heckin • Com • ression Per . To Grain Load on Bolt = 270 Ibs Contact Area on Bolt= 0.75 in IPailowable /Bolt= 423.75 Ibs Checking Bolt for Shear and Bending INI =v x e = 2565.00 # -in Alowable Pullout = M /de = Alowable Shear = 932.73 Ibs < 540 Ibs < 270 < 423.75 OK 23551bs OK 30201bs OK CHECK BOLTS SHEAR & TENSION SIMULTANEOUSLY 1 fv Fv ft Ft 0.57 < 1 OK 1 DOPT1- 2 X6 WOOD P.T. LEDGER W/ 1/2" DIAM. EXP. BOLT @ 24" O.C. EMBED. 4.75" INTO CONCRETE BEAM 1 NPUT DATA: UPLIFT ANO'GRAVITY CAPACITY FOR WOOD JOIST (FLAT ROOF a P.IDCE 3 0 Net Uplift Pressure Zon e 1= -33.25 psf Net Uplift Pressure Zon Gravity Dead Load = Gravity Live Load = oist spacing= a= L1= Truss Span Lt= e2= -45.5 15 30 psf psf psf 2 feet 5.7 6.3 feet feet 12 feet 1 DESIGN LOAD CALCULATIONS:...' DEAD LOAD 15 psf LIVE LOAD 30 psf Wind Design per ASCE 7 -05 Mean Roof Height Net Upliftfs shown herein are based on (GROSS UPLIFT) less 10 PSF(DEAD LOAD) per ASCE components and Cladding zones 1 and 2 ZONE 1 -43.25 psf ZONE 2 -55.5 psf ZONE 3 -62.8 psf a a a a TYPICAL: 13/32° CDC; PLYWOOD DECKING NAILED TO TRUSSES w /8d NAILS. AS PER ZONES. ZONES 0 & 1Od NAILS @ 6 "o. c. THROUGHOUT. ONE (3) 10d NAILS ® 4"o.c. AT EDGES. : 13d NAILS 6"o.c. AT INTERMEDIATES. ROOF PLAN SHOWING ZONES 1, 2 & 3 UPLIFT PRESSURE CAPACITY FOR COMMON TRUSS -588.83 Lbs I 3RAVITY LOAD CAPACITY FOR COMMON TRUSS I 540 Lbs 2a Theta Ht -PUT DATA: Net Uplift Pressure Zon e 1= -33.25 psf Net Uplift Pressure Zon e2= -45.5 psf Gravity Dead Load = Gravity Live Load = oist spacing= 15 psf j 30 psf 2 feet a= L1= Truss Span Lt= 5.7 feet 1 8.3 feet 14 feet DESIGN LOAD CALCULATIONS: DEAD LOAD 15 psf LIVE LOAD 30 psf 1 UPLIFT AND GRAVITY CAPACITY FOR WOOD JOIST (FLAT ROOF} Wind Design per ASCE 7 -05 Mean Roof Height Net Upliftfs shown herein are based on (GROSS UPLIFT) Tess 10 PSF(DEAD LOAD) per ASCE components and Cladding zones 1 and 2 ZONE 1 ZONE 2 ZONE 3 -43.25 psf -55.5 psf -62.8 psf a a a a TYPICAL' 19/32 CDX PLYWOOD DECKING NAILED TO TRUSSES w /Sd NAILS, AS PER ZONES. 7QN S Ol & O : 10d NAILS @ 6"o c. THROUGHOUT. 70146 10d NAILS @ 4 "o.c. AT EDGES. 10d NAILS @ 6 "o.c. AT INTERMEDIATES. ROOF PLAN SHOWING ZONES 1, 2 & 3 UPLIFT PRESSURE CAPACITY FOR COMMON TRUSS 67533Lbs GRAVITY LOAD CAPACITY FOR COMMON TRUSS 1 630 Lbs 2a Theta —►1 h— a W 04 Ht ji to uttiATA:. Net Uplift Pressure Zon e 1= -33.25 psf Net Uplift Pressure Zon e 2 = -45.5 psf Gravity Dead Load = Gravity Live Load = oist spacing= 15 psf 30 psf 2 feet a= L1= Truss Span Lt= 5.7 feet 10.3 feet 16 feet DESIGN LOAD CALCULATIONS: DEAD LOAD 15 psf LIVE LOAD 30 psf Wind Design per ASCE 7-05 Mean Roof Height Net Upliftfs shown herein are based on (GROSS UPLIFT) less 10 PSF(DEAD LOAD) per ASCE components and Cladding zones 1 and 2 ZONE 1 ZONE 2 ZONE 3 -43.25 psf -55.5 psf -62.8 psf a a a a TrF97.ti I COX PLYWOOD DECKING NAILED TO TRUSSES w 85 NAILS, AS PER ZONES, ZONES 0 Sc 0 : 10d NAILS & 6o c. THROUGHOUT. WAIE : 10d NAILS N5I 4o c, AT EDGES, 105 NAILS Co.c, AT INTERMEDIATES. UPLIFT PRESSURE CAPACITY FOR COMMON TRUSS GRAVITY LOAD CAPACITY FOR COMMON TRUSS —41 14— a 2a Theta ROOF PLAN SHOWING ZONES 1, 2 & 3 I -761.83 Lbs I 720 Lbs •,1 Ht UPLIFT AND LATERAL CAPACITY FOR ANCHOR Actual(fu) Uplift(LBS) Actual(f1) Parall. Load 761 146.9 Actual (f2) Perpen. Load 144.4 ANCHOR STRAP AIIowFU) Uplift(LBS) Allow(L1) Parall. Load EXISTING STRAP Nailed (13) -10d nails 1350 1105 Alow.(L2) Perpen. Load 1105 ANCHOR STRAP SIMPSON MTS24 Nailed (9) -10d nails AIIowFU) Uplift(LBS) 1000 AIIow(L1) Parall. Load 0 Alow.(L2) Perpen. Load 0 STRAP FOR TRUSS fu / FU f1 / L1 f2 / L2 fu /Fu + f1 /L1 + f2 /L2 < 1 0.324 0.133 0.131 0.6 <1 DON BAILY JR AS BUILT NPUT DATA: Nind Pressure= 3uilding Width= 3uilding length= Nall High= _ateral Perpen. Load = .ateral Parallel. Load = 39.4 psf 58 feet 57 feet 7.33 feet 144.4 plf 146.9 plf Gollaville K. Rao PE Rev: 510300 Uccr: KW- 06031'06, Vc, 5.1.3. 22,1.-1399, Win32 tc)1083.99 ENERCALC Title : Dsgnr: Description : Scope : Horizontal Plywood Diaphragm Job # Date: • 3:21 PM, 21 MAY 10 Page 1 c: lecsplywood.ecw:Caiculatior I Description PLYWOOD ROOF DIAPHRAGM General Information North -South Length Ease -West Length Nort-South Chord East -West Chord 22.00 ft 39.60 ft 12.00 ft 16.00 ft Boundary Loads Acting North & South Calculations are designed to 2005 NDS and 2007 FBC Requirements Diaphrgm Weight Seismic Factor Diaphragm is Blocked Blocking Direction 12.00 psf 0.0000 North -South # 1 144.00 #/ft from # 2 131.00 #/ft from # 3 #/ft from # 4 #/ft from Boundary Loads Acting East & West #1 #2 #3 #4 144.00 #/ft 40.00 #/ft #/ft #/ft 0.000ft 0.000ft 0.000 ft 0.000 ft to to to to 22.000 ft 22.000 ft 0.000 ft 0.000 ft from from from from 0.000 ft 0.000 ft 0.000ft 0.000 ft North & South Walls Design Data & Nailing Requirements to to to to 39.600 ft 39.600 ft 0.000 ft 0.000 ft At North Wall 2nd zone 3rd zone Center zone 3rd zone 2nd zone At South Wall Framing Thickness Grade in 3x 5/8" Grade C -D,C -C 3x 5/8" Grade C -D,C -C 2x 5/8" Grade C -D,C -C 2x 5/8" Grade C -D,C -C 2x 5/8" Grade C -D,C -C 3x 5/8" Grade C -D,C -C 3x 5/8" Grade C -D,C -C East & West Walls Design Data & Nailing Requirements Nail Size 10d 10d 10d 10d 10d 10d 10d Spacing in 2,3,12 2.5,4,12 4,6,12 6,6,12 4,6,12 2.5,4,12 2,3,12 At West Wall 2nd zone 3rd zone Center zone 3rd zone 2nd zone At East Wall Framing Thickness Grade in 3x 5/8" Grade C -D,C -C 3x 5/8" Grade C -D,C -C 2x 5/8" Grade C -D,C -C 2x 5/8" Grade C -D,C -C 2x 5/8" Grade C -D,C -C 3x 5/8" Grade C -D,C -C 3x 5/8" Grade C -D,C -C Shear & Chord Forces Nail Size Diaphragm Shears... Total Shear Shear per Foot Chord Forces... @ 1/4 * Length @ 1/2 * Length @ 3/4 * Length Length / Width Ratio 1.800 North 0.0 Ibs 0.00 #/ft South 0.0 lbs 0.00 #/ft 0.0 Ibs 0.0 Ibs 0.0 lbs 10d 10d 10d 10d 10d 10d 10d Spacing in 2,3,12 2.5,4,12 4,6,12 6,6,12 4,6,12 2.5,4,12 2,3,12 Shear Value #/ft 820.0 720.0 425.0 320.0 425.0 720.0 820.0 aear Value #/ft 020.0 720.0 425.0 320.0 "25.0 720.0 820.0 wenteamemernmatannonsiannmesenossimmenr West East 0.0 Ibs 0.00 #/ft 0.0 lbs 0.0 Ibs 0.0 Ibs Zone Distance ft 0.00 0.00 0.00 0.00 0.00 0.00 iitimeasamosimmusal Zone l ii"t,nce ft 0.00 0.00 0.00 0.00 0.00 0.00 0.0 Ibs 0.00 #/ft tri LEGACY REPORT NER -413 Reissued July 1, 1998 ICC Evaluation Service, Inc. www.icc- es.org Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699 -0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 Legacy report on the BOCA National Building Code/1996, the 1997 Standard Building Code, the 1997 Uniform Building Code, and the 1995 CABO One and Two Family Dwelling Code DIVISION 06 —WOOD AND PLASTICS Section 06090 —Wood and Plastic Fastenings SIMPSON STRONG -TIE® CONNECTORS SIMPSON STRONG -TIE COMPANY, INC. 4637 CHABOT DRIVE SUITE 200 PLEASANTON, CALIFORNIA 94588 1.0 SUBJECT Simpson Strong -Tie Connectors: 1.1 A34/A35, A35F Framing Anchors 1.2 DS Drywall Stops 1.3 FC Framing Clips 1.4 HH Header Hangers 1.5 J and JP Floor Jacks 1.6 L -30, L -50, L -70, and L -90 Reinforcing Angles 1.7 NCA Nailess Metal Bridging 1.8 NBA Nail -Type Metal Bridging 1.9 SA and HSA Strap Anchors 1.10 ST, FHA, MST, MSTI, CMST and HST Strap Ties 1.11 TB Tension Bridging 1.12 TC Truss Connector 1.13 VB and VBP -Knee Brace 1.14 THMA Truss Hanger Multiple 1.15 LTS /MTS Twist Strap 1.16 CS16, 18, 20, 22 Coiled Strap 1.17 WB Wall Bracing 1.18 HGUS Hanger 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 A34/A35, A35F: The connectors are die - formed from No. 18 gage galvanized steel conforming to ASTM A 653 LFQ specifications with a minimum yield strength of 33,000 psi (227,500 kPa) and a minimum tensile strength of 45,000 psi (310,300 kPa). The connectors are predrilled for No. 10 -1/4 gage 8d nails having a length of 1 -1/2 inches (38 mm). The connectors have cutouts on each leg and a prong to aid in installation. See Figures 1, 2, and 3 of this report. A34 - This connector is an angular section 2 -1/2 inches (64 mm) long with 1 -7/16 inch (37 mm) long irregular- shaped projecting legs. See Figure 1 of this report. A35 - This connector is an angular section 4 -1/2 inches (114 mm) long with 1 -7/16 inch (37 mm) long irregular- shaped projecting legs. One end of the connector is slotted for a distance of 1 -1/2 inches (38 mm) to allow field adjustment. See Figure 2 of this report. A35F - This connector is a flat version of the A35 connector described above. See Figure 3 of this report. 3.2 DS Drywall Stops: The DS Drywall Stops are designed to support and provide end backing of gypsum wallboard at wall corners and wall ceiling intersections. The drywall stops replace conventional backup studs or blocking. They are formed from No. 20 gage galvanized steel having an embossed body 1 -1!4 inches (32 mm) wide by 2 -1/4 inches (57 mm) long with a centered leg outstanding 1 inch by 1 inch TE.4 mm by 25.4 mm). Attachment is by two prongs and one 8d common nai! !n the outstanding leg or a No. 6 sheet metal screw when attaching to metal studs. The DS Drywall Stop :s installed to the corner of the stud or plate, such that the nutstanding leg :s ctlaohed to the short dimension. The steel that forms the DS Drywall Stop conforms to ASTM A 653 LF ; apccifications with no minimum tensile or ultimate tensile strength requi;cc:. One half of the base body rests upon the wide dimension and the other half of the base body provides the suppert `cr the gypsum wallboard. The device is to be installed at a maximum spacing of 16 inches (406 mm) on centui. The DS Drywall Stop has not been evaluated as a component in fire resistant rated construction. For conventional wood frame construction, lateral resistance shall not be assumed to be provided by assemblies using DS Drywall Stops. See Figures 4 and 5 of this report. 3.3 FC Framing Clips: The FC Framing Clips are alternatives to cripple studs. The clips have a 1-1/4 inch (32 mm) deep bearing seat for window sill members at studs or mullions and to fasten posts to sill plates for gravity loads. The clips are manufactured from No. 16 gage galvanized steel for 3 -9/16 inch (90 mm) (FC4), 5-1/2 ICC -ES legacy reports are not m be construed as representing aesthetics or any other attribute's not .vpeci /ically addressed. nor are they to be construed as on endorsement of the subject of the report or n recommendation.* its use. There is no warranty by ICC Evaluation Service. Inc.. express or implied. as to any Muting or other matter in this report, or as to any product covered by the report. Copyright © 1998 eist Page 1 of 21 Page 2 of 21 NER -413 inch (140 mm) (FC6), and 7 -1/2 inch (191 mm) (FC8) wide members. The steel that forms the FC Framing Clips conforms to ASTM A 653 LFQ specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figures 6 and 7 of this report. 3.4 HH Header Hangers: The HH Header Hangers are alternatives to cripple studs at wood headers. The hangers are fabricated from No. 16 gage galvanized steel for post mullion widths of 3 -5/8 inches (92 mm) (HH4) and 5 -1/2 (140 mm) (HH6) inches. The hangers provide a 2 inch (51 mm) deep saddle seat for the header fastened to both sides of the header and post and the post face under the header with 16d nails. The steel that forms the HH Header Hangers conforms to ASTM A 653 LFQ specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figures 8, 9, and 10 of this report. 3.5 J and JP44 Floor Jacks: The JP44 floor jack is intended for use in combination with a 4 inch by 4 inch (102 mm by 102 mm) wood post as an adjustable pier support for floor beams. The floor jack consists of a U- shaped retainer element of No. 12 gage steel with provisions for four 16d common nails into the posts. A 3/4 inch (19.1 mm) diameter by 4 -3/4 inch (121 mm) long threaded rod is welded to the seat with a 1/8 inch (3.2 mm) fillet weld. A similar U- shaped No. 12 gage support is provided with a centered hole for passage of the threaded rod. A 3/4 inch (19.1 mm) nut, washer, keeper and plastic shim provide means of attachment and adjustment. The device shall be installed with a predrilled hole into either the beam or the post end to provide a sleeve for the threaded rod. The J floor jack has been evaluated for use as an adjustable beam support pier. It is identical to the JP44 jack pier except that 4 inch (102 mm) (J57) or 8 inch (203 mm) (J813) long threaded rod lengths are provided, received by 1 -1/16 inch (27 mm) outside diameter by 3/4 inch (19.1 mm) inside diameter Schedule 40 steel pipe in lengths from 5 inches (127 mm) to 21 inches (533 mm). The pipe is welded with 1/8 inch (3.2 mm) fillet welds to a No. 12 gage steel base plate 3 -1/4 inches (83 mm) by 3 -1/2 inches (89 mm) with provisions for four 16d common nails. The steel that forms the J and JP44 Floor Jacks conforms to ASTM A 570 specifications with a minimum yield strength of 33,000 psi (227,500 kPa) and a minimum tensile strength of 52,000 psi (358,500 kPa). See Figures 11, 12, and 13 of this report. 3.6 L -30, L -50, L -70, and L -90 Framing Connectors: These connectors are fabricated from No. 16 gage galvanized steel and are prepunched for 10d common nails. The connectors are right angle sections measuring 2 -3/8 inches (60 mm) by 1 -3/8 inches (35 mm) by 3 inches (76 mm) (L30), 5 inches (127 mm) (L50), 7 inches (178 mm) (L70), or 9 inches (229 mm) (L90). The connectors have cutouts on each leg and a prong to aid in installation. The steel that forms the connectors conforms to ASTM A 653 LFQ specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figure No. 14 of this report. 3.7 NCA Nalless Metal Bridging: This bridging is an alternative to cross bridging. It has not been evaluated as bracing for seismic, wind, or bearing locations. The bridging is supplied in various lengths for joist sizes ranging from 2 inches (51 mm) by 8 inches (203 mm) to 2 inches (51 mm) by 16 inches (406 mm) and for joist spacing of 12, 16, and 24 inches (305, 406, and 610 mm) on center. The nailess metal bridging is formed into a right angled section with 1/2 inch (12.7 mm) long legs. One end of the bridging is formed to provide an angular prong projection 1/2 inch (12.7 mm) long on each side of a shoulder 5/16 inch (7.9 mm) wide. The prongs penetrate the wood to the shoulder upon driving of the bridging with hammer blows applied at the opposite end. The opposite end has a right angle bend from which three angular- shaped teeth protrude 3/8 inch (9.5 mm) and are spaced at 7/16 inch (11.1 mm) on center. When the shoulder rests against the joist, the prongs are driven into the wood with hammer blows. The bridging is installed either from the top or bottom and before or after the sheathing is installed. The bridging is formed from No. 16, 18, and 20 gage galvanized steel conforming to ASTM A 653 LFQ, with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figure 15 of this report. 3.8 NBA Nail -Type Metal Bridging: This bridging is an alternative to cross bridging. It has not been evaluated as bracing for seismic, wind, or bearing locations. The nail -type bridging is identical to the nailess bridging described above, except the ends are flattened to provide a 1-1/4 inch (32 mm) long section for attachment with two No. 10 -1/4 gage 1 -1/2 inch (38 mm) long nails at each end. Joist sizes, spacings, and bridging identification are identical to the nailess bridging. The bridging is installed either from the top or bottom by locating the bend line approximately 1 -3/8 inch (35 mm) from the joist corner and before or after sheathing is installed. The bridging is formed from 16, 18, and 20 gage steel conforming to ASTM A 653 LFQ specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000). See Figure 16 of this report. 3.9 SA and HSA Strap Anchors: As indicated in Figures 18 and 19 of this report, the SA and HSA strap anchors are designed to provide horizontal tension ties across intervening members. As indicated in Figi (re 17 of this report, the SA 36 strap anchor is punched to oroviue for installation of two 1/2 inch (12.7 mm) diameter bolts or eleven 16d common nails at each end. The .3A 36 strap anchor is formed from No. 12 gage galvanized steel conforming to ASTM A 653 CQ with a minimum yield strength of 23,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000). The HSA heavy strap ar,chors are similar to the SA strap anchors, except they are tormed from No. 3 qage painted uncoated steel conforming to ASTM A 570 with a minimum yield strength of 33,030 psi (227,500) and a minimum tensile strength of 52,000 psi (358,500). See Table 8 of this report for the available sizes of the HSA. anchors. 3.10 ST, FHA, MST, MSTI, CMST, and HST Tie Straps: The tie straps are designed to act as tension ties be:e,vr en two butting wood members. The ST and MST tie straps are punched to receive 16d common nails. As an alternative to nails, the MST straps are also punched to receive 1/2 inch (12.7 mm) diameter bolts spaced 5 -1/4 inches (133 mm) on center parallel to the strap. The FHA tie straps are punched to receive four 16d common nails each end. The MSTI tie straps are punched to receive 10d common nails. The CMST Strap is supplied in 40 foot (12.2 m) long coils to allow members separated by long distances to be joined to transfer tension between them. The CMST is cut to length for applications less than 40 feet (12.2 m). The strap is punched for 16d common nails. The HST tie straps are punched to receive either 5/8 inch (15.9 mm) or 3/4 inch (19.1 mm) diameter machine bolts in one or two rows at each end with bolt holes arranged about the center of the strap length to provide the required bolt spacings and end distances. See Tables No. 9A and 9B of this report for the available sizes and material specifications of the straps and Figure 20 of this report for the tie strap configurations. Page 3of21 NER -413 3.11 TB Tension Bridging: The TB tension bridging has a right angled section with flattened ends 1 inch (25.4 mm) wide. The tension bridging is available in several lengths from 20 inches (508 mm) to 60 inches (1524 mm) with nail holes at each end. Two 10d common nails are required at each end to provide the normal tension load capacity of 235 pounds (107 kg). The tension bridging is formed from No. 20 gage galvanized steel conforming to ASTM A 653 LFQ with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figure 21 of this report. 3.12 TC Truss Connector: The TC truss connectors are die formed from No. 16 gauge galvanized steel. The TC connectors are designed to attach roof framing to a top plate or floor framing to a mudsill to resist uplift forces. The TC connectors have slotted nail holes to allow for up to 1 -1/4 inches (32 mm) of horizontal movement. The TC24 has 4 slotted nail holes while the TC26 has five slotted nail holes. The steel that forms the TC truss connectors conforms to ASTM A 653 LFQ specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figure 22 of this report. 3.13 VB and VBP -Knee Braces: The braces are twisted through a 90 degree angle to lie flat against the bottom of the beam and against purlins framing perpendicular to the braced beam as shown in Figure 23 of this report. The VB brace has six N54A nails (1/4 inch (6.4 mm) diameter) at the top of each leg and two into the bottom and one into each vertical tab at the bottom of the braced beam. The VBP is a two piece knee brace which is required to be instated in pairs. The VBP braces have six N54A nails [1/4 inch (6.4 mm) diameter] at the top of each leg and two into the bottom and one into the vertical tab near the bottom of the braced beam. The VB and VBP knee braces are available in five models as follows: VB -5 and VBP -5 [10 inch to 15 inch (254 mm to 381 mm) beam depth], VB -7 and VBP - 7 [15 inch to 22 -1/2 inch (381 mm to 572 mm) beam depth], VB -8 and VBP -8 [22 -1/2 inch to 28 -1/2 inch (572 mm to 724 mm) beam depth], VB -10 [28 -1/2 inch to 36 inch (572 mm to 914 mm) depth], and VB -12 [36 inch to 42 inch (914 mm to 1,067 mm) beam depth]. The braces are to be installed at an approximate 45 degree angle with a minimum 1 -3/8 inch (35 mm) edge distance for nails. The knee braces are designed to laterally support the bottom side of the beam and are not designed for use as a seismic tie. Allowable lateral resistance at the bottom of the beams furnished by the knee brace with legs at 45 degrees is 990 pounds (449 kg) (tension in the strap) for normal duration loads and 1240 pounds (563 kg) for short-term duration wind loads. When brace legs are installed at 30 degrees or 60 degrees, the allowable loads are 700 pounds (318 kg) (tension in the strap) and 875 pounds (397 kg), respectively, for long and short term loads. Straight line interpolation between maximum and minimum values is permitted. The braces are fabricated from No. 12 gage galvanized steel conforming to ASTM A 653 CQ specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). See Figure 23 of this report. 3.14 THMA and THMA -2 Truss Hanger Multiple: The THMA and THMA -2 hangers are designed to carry multiple truss members. The THMA is designed to carry a single ply jack and two single ply hip members. The THMA -2 is designed to carry a single ply jack and two two -ply hip members. Both the THMA and THMA -2 are fabricated from 12 GA galvanized steel. To maintain the required bolt end spacing, the bottom chord of the carrying truss shall not be greater than a 2 inch by 6 inch (51 mm by 152 mm) member when the THMA is used, and a 2 inch by 8 inch (51. by 203 mm) member when the THMA -2 is used. The steel which forms the hangers conforms to ASTM A 653 SQ Grade 33 specifications with a minimum yield strength of 33,000 psi (227,500 kPa) and a minimum tensile strength of 45,000 psi (310,300 kPa). See Figures 24 and 25 of this report. 3.15 LTS and MTS Twist Strap: The LTS Light Twist Strap is 1 -1/4 inches (32 mm) wide and is formed from 18 gage galvanized steel. The MTS Twist Strap is formed from 16 gage galvanized steel and is 1 -1/4 inches (32 mm) wide. The steel that forms both straps meets ASTM A527 specifications with a minimum yield strength of 28,000 psi (193,100 kPa) and a minimum tensile strength of 38,000 psi (262,000 kPa). The straps are available in sizes as indicated in Table No. 13 of this report. See Figure 26 of this report. 3.16 CS16, 18, 20, 22 Coiled Strap: The CS16, 18, 20, 22 Coiled Straps are 16, 18, 20, and 22 gage galvanized steel respectively. All CS straps are 1 -1/4 inches (32 mm) wide punched with 9/64 inch (3.6 mm) holes spaced 1 inch (25.4 mm) on center. All CS straps are available coiled in cartons and are cut to length as required. The steel that forms the CS straps meets ASTM A 653 LFQ specifications with a minimum yield strength of 33,000 psi (227,500 kPa) and a minimum tensile strength of 45,000 psi (310,300 kPa). See Figures 27 and 28 of this report. 3.17 WB Wall Brace: The WB Wall Bracing is intended to square the wall during construction. The WB Wall Bracing strap is installed on a stud wall constructed of 2x4 Douglas Fir spaced 16 inches (406 mm) on center with double top plates and single bottom plates. The strap is installed at a 60° angle from the horizontal with 2 -16d nails in the top plate, 2 -16d nails in the bottom plate, and 1 -8d nail at each stud. The WB is supplied flat or coiled, in three sizes, and is formed from 16 gage galvanized steel. The steel that forms the WB brace meets ASTM A 653 SQ Grade 33 specifications with a minimum yield strength of 33,000 psi (227,500 kPa) and a minimum tensile stranuth of 45,000 psi (310,300 kPa). See Tame No. 15, and Figures 29 and 30 of this report for available sizes and installation configurations. 3.18 HGUS Hanger: The HGUS Hangers are formed from 12 gage galvanized steel. The hangers have a U shaped configuration and uses the slant nail in which the nail is dridan at an angle through the joist and into the header. The prcduc: is supplied in two widths and three heights for a total of six sizes. The steel that forms the hangers meets ASTM A 653 SQ Grade 33 specifications with a minimum yield strength 53,GG0 psi (227,500 kPa) and a minimum tensile strength of 45,000 psi (310,300 kPa). See Tables No. 16A and 16B and Figure 31 of this report for available sizes of the HGUS Hangers. 3.19 Materials: Galvanized connectors conform to ASTM A 525, G 60. J and JP Floor Jacks and HSA Strap Anchor connectors have a painted coating, rather than being galvanized. 3.20 Nails: Nails used with the Simpson Strong -Tie products described in this report shall comply with Federal Specification FF -N- 105B and have the following minimum bending yield strength, FYb: Page 4 of 21 NER -413 Nail Penny Weight Common -Type Nominal Nail Diameter (inch) Minimum Fyb1 (psi) 8d 0.131 100,000 10d 0.148 90,000 12d 0.148 90,000 16d 0.162 90,000 Notes: 1. 1 inch equals 25.4 mm. 2. 1 psi equals 6.895 kPa. N54A nails are 1/4" x 2 -1/2" long annular ring shank, Fyb = 70,000 psi. 4.0 DESIGN AND INSTALLATION See Tables 1 though 16B of this report for the allowable loads of the Simpson Strong -Tie Connectors contained in this report. Load capacities are based on wood having a specific gravity of 0.5 or greater as defined in the 1991 National Design Specification for Wood Construction (NDS). Values in this report are for connections in wood seasoned to a moisture content of 19 percent or less used under continuously dry conditions and where sustained exposure to temperatures of 100 °F or less is experienced. The design of the connected wood members shall be submitted to and approved by the local building official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test load that causes 1/8 inch (3.2 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular - to -grain values in accordance with the 1991 AFPA National Design Specification® for Wood Construction, based on wood with a specific gravity of 0.50. • rational analysis for non - gravity resisting fasteners, which are not Toad tested. The manufacturer's installation instructions shall be adhered to and a copy of these instructions shall be available at all times on the job site during installation. 5.0 IDENTIFICATION Each of the connectors described in this report shall be stamped with the words "Simpson Strong- Tie ", the connector's model number, and this NER Report Number for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Load tests performed by TEI Consulting Engineers. Reports signed and sealed by Rostam Estandiari, P.E. ITEM WORK NO. DATE A35F A35 FZ) A35 F A35 6 A35A) A35 E� A35 Al A34 Fz A34 F HH6F) HH4F3 HH4 F L90 L90 F1 L50 F2 L50 F1 L30 F2 L30 F, SP1 TC26 TC24 THM THM LTS12 HGUS28 -2 Down) HGUS28 -2 (Uplift) HGUS HGUS LUS210 (Torsion) A35F VBA THM THM THM -2 87005 -29 89008 -104 89008 -39 87005 -101 87005 -103 87005-104 87005 -100 87005 -79 87005 -87 87005 -105 87005 -78 87005 -77 87005 -98 87005 -97 87005 -88 87005 -89 87005 -80 87005 -81 87005 -7 87005 -38 87005 -37 87005 -90 87005 -74 89008 -61 89008 -73 89008 -75 89008 -83 89008 -84 90111 -108 92002.136 92002.265 92002.106 92002.117 92002.114 7 -09 -87 11 -15 -89 8 -01 -89 1 -15 -88 1 -15 -88 1 -15 -88 1 -15 -88 12 -15 -87 12 -18 -87 1 -15 -88 11 -02 -87 11 -02 -87 12 -28 -87 12 -28 -87 12 -18 -87 11 -20 -87 12 -15 -87 12 -18 -87 5 -14 -87 8 -28 -87 8 -28 -87 12 -29 -87 10 -27 -87 8 -24 -89 9 -18 -89 9 -18 -89 10 -10 -89 10 -10 -89 2 -08 -91 11 -23 -92 6 -30 -93 10 -20 -92 10 -14 -92 10 -14 -92 ITEM FILE LAB DATE HSA HSA41 HSA59 HSA68 01329 01329 01329 01329 M3034 M3034 M3051 M3051 3 -26 -86 3 -26 -86 3 -28 -86 3 -28 -86 Reports signed and sealed by David B. Jankowski, N.E. ITEM A35 C1 A35 C A35 F) WORK NO 85286 85286 85286 Ct.TE 2 -14 -86 2-14-86 2 -14 -R6 ITEM SA36 FILE LAB DATE 01329 MD050 '1•0S 86 Report signed by R. C. Helminiak ITEM JP & J FILE LAB DATE 060033 810136 10 -27 -78 Report signed by D. L. Olson ITEM FC -4 FILE LAB DATE 424 OL11 -171 1 -28 -69 Reports signed and sealed by Ahmed M. Rashed, Ph.D., P.E. ITEM A34(F1) A35(F1) L30 F1 L50 F1 L90 F1 HGUS 6 -2 HGUS Uplift) HGUS Uplift) HGUS 10 -2 FILE 94010.037 94010.030 94010.031 94010.032 94010.033 94010.065 94010.038 94010.039 94010.036 DATE 3 -08 -94 3 -08 -94 3 -08 -94 3 -08 -94 3 -08 -94 4 -11 -94 3 -17 -94 3 -17 -94 3 -08 -94 Page 5 of 21 NER -413 Report signed and sealed by Roger S. Tansley, P.E. Alan R. McKay, P.E., dated February 27, 1963. ITEM HGUS28 -2 DS WB106 FILE 94010.068 95001.016 95001.062 DATE 4 -18 -94 2 -15 -95 4 -17 -95 Report signed and sealed by Paul E. Cox, P.E. ITEM FILE DATE MTS 30 97002.55 10 -29 -97 6.2 Structural calculations prepared by Simpson Strong -Tie Company, Inc. Signed and sealed by Karen W. (Littleton) Colonias, P.E. ITEM DATE TB 5 -13 -85 HST 7 -14 -86 /rev. 9/14/93 MST 12 -10 -87 /rev. 9/14/93 FHA 12 -10 -87 ST 12 -10 -87 /rev. 9/14/97 TC 12 -10 -87 THM 2- 02 -88/ rev. 1 -11 -91 A34/35 12 -10 -87 FC 12 -10 -87 HH 12 -10 -87 L 12 -10 -87 NB & NC 12 -10 -87 SA 5 -13 -85 HSA 5 -13 -85 SP 12 -10 -87 A35/A35F 5 -31 -90 WB106/WB126 8 -17 -88 LTS 5 -31 -90 CS150 5 -31 -90 WBC 8 -17 -88 HGU 5 -02 -90 /rev. 1/11/91 A35(F2) 5 -31 -90 HGUS 4 -15 -91 A34,A35 9 -14 -93 /rev. 6/21/94 A35F 5 -17 -93 FC 4 -1 -93 /rev. 6/21/94 HH 9 -14 -93 /rev. 6/21/94 L 9 -14 -93 /rev. 6/21/94 NB /NC 9 -14 -93 NB /NC 9 -15 -93 SA/HSA 9 -14 -93 /rev. 6/21/94 CMST12 9 -14 -93 /rev. 6/21/94 ST 9 -14 -93 /rev. 6/21/94 TB 9 -14 -93 /rev. 6/21/94 TC 9 -14 -93 /rev. 6/21/94 VB 9 -14 -93 /rev. 6/21/94 VBP 9 -14 -93 /rev. 6/21/94 THMA 9 -2 -93 /rev. 6/21/94 THMA -2 9 -2 -93 /rev. 6/21/94 TS, LTS 3 -30 -93 /rev. 6/21/94 CS 9 -14 -93 /rev. 6/21/94 W B/W BC 9 -14 -93 /rev. 6/21/94 HGUS 9 -14 -93 W B/W BC 2 -23 -95 Signed and sealed by Evon M. C. Ballash, P.E. ITEM DATE CMST14 8 -16 -94 /rev. 10/19/95 Signed and sealed by Daphne N. Schoner, P.E. ITEM DATE MTS30 3/16/98 6.3 Structural calculations for Nail -less Metal Bridging, prepared by Alan R. McKay and Associates, signed by 6.4 Structural calculations prepared by Kenneth D. Smetts, Structural Engineer, signed and sealed by Kenneth D. Smetts, P.E. ITEM DATE VB Knee Brace 4 -06 -76 JP & J Jack Piers 10 -30 -78 6.5 Structural calculations for 1991 NDS, sample nail and bolt calculations, 6/15/94, signed and sealed by Karen W. Colonias, P.E. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that Simpson Strong -Tie Company, Inc.'s connectors described in this report comply with the BOCA National Building Code /1996, the 1997 Standard Building Code, the 1997 Uniform Building Code, and the 1995 CABO One and Two Family Dwelling Code, subject to the following conditions: 7.1 Connector loads shall be determined in accordance with the applicable code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are based on the use of fasteners indicated in the tables, and limited to wood with a minimum specific gravity of 0.50 and a moisture content less than 19 percent. The scope of this evaluation report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire - retardant treatment and preservative treatment, or with metal studs as indicated in Section 3.2 of this report. 7.2 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Model Code. 7.3 Loads designated as 100% are permitted to he adj'isted for duration of load in accordance with the 1991 /. FPA National Design Specificat'on® for Wood Construction. 7.4 Beams or headers supporting joists sha'l have the following minimum widths based on nail sizes 'i tcching the hangers to the beams or headers: NAIL SIZE BEAM OR HEADER WIDTH 8d 10d 16d 1.57'.nches (3 min) in 1.78 iricnes ((45.2 mm) 1.94 inches 49.3 mini 7.5 NC, NB, and TB Bridging shall be installed in pairs with spacing and location in accordance with the applicable code. 7.6 Where NC and NB Bridging is used on 16 inch (406 mm) deep joists, the joist spacing shall not exceed 16 inches (406 mm) on center. 7.7 The Simpson DS Drywall Stops have not been evaluated for use as a component of a fire - resistance rated assembly, or a horizontal diaphram. 7.8 Calculations shall be submitted at time of permit application. Calculations shall be signed and sealed by a registered professional engineer or architect when required by the adopted code. 7.9 This report is subject to re- examination on a periodic basis. For information on the current status of this report, contact the ICC -ES. Page 17 of 21 NER -413 TABLE 13 — LIGHT TWISTS STRAP MODEL NO. DIMENSIONS FASTENERS 2 (TOTAL) MAX. ALLOWABLE 3' 4 LOADS L LTS12 12 12 - 10d 775 LTS16 16 12 - 10d 775 LTS18 18 12 - 10d 775 LTS20 20 12 - 10d 775 MTS12 12 14 - 10d 1000 MTS16 16 14 - 10d 1000 MTS18 18 14 - 10d 1000 MTS20 20 14 - 10d 1000 MTS30 30 14 - 10d 995 1. LTS12 through LTS20 and MTS12 through MTS20 have additional nail holes. 2. Install half of the fasteners on each end of the strap to achieve the full load. 3. Fasteners are common nails. 4. Multiply the maximum allowable load by 0.92 if 10d x 1 -1/2" nails are used instead of 10d commons. 5. A load duration adjustment of 33% has already been applied. Typical MTS Installation Figure 26 LTS12 (Others Similar) Charlie Crist Governor iIYL 0 1 21111 bMB YiamonteRasQ M, , M.P.H. State Surgeon General October 26, 2009 (A super septic) 7701 W 18 Ln Hialeah, FL 33014 RE: Contingency Letter Application Document No: AP940136 Centrax Permit Number: 13 -SC- 1006874 OSTDS Number: 561 NW 112 St Miami, FL 33168 Lot: 174 Block: 5 Subdivision: West Shores Dear Applicant: This will acknowledge receipt of an application dated 10/22/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. This permit is granted for a remodeling job that will have no impact on the unobstructed area. If you have any questions on this matter, please call our office at (786) 315 -2444. Enclosures cc: Sincerely, Joseph Piverger, Engineer Specialist II co.Y Miami -Dade C %= ty H = - Ith Department O.S.T. s -. ►N�11 Program Miami -Dade County Health Department 11805 SW 26 St, Miami, FL 33175 Phone: (786) 315 -2444 Fax: (786) 315 -2090 Carlos Alvarez, Mayor ATLAS PAGE: F-7 INV #: Water and Sewer `��,c'^wT'^„ c •e P. O. Box 330316 • 3071 SW 38th Avenue JUL 0 i 201 Miami, Florida 33233-0316 T 305 - 665 -7471 EXPIRES ONE YEAR FROM DATE ON FORM FORM #: 201129439 DATE: miamidade.gov 6/29/2011 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: {JOSEPH MILIAN DUPLEX [61 NW 112 ST( &563 NW 112 ST) 3022 SF DUPLEX BOTH (RENOVATION TO 561 NW 112 ST), PER PLANS DUPLEX (BLT 1950) WEST SHORES PB 42 -18 LOT 17 BLK 5 LOT SIZE 58.000 X 140 OR 13760 -2955 07881 FOLIO NUMBER: r 11- 2136 -021 -0930 GALLONS PER DAY INCREASE: 0 PREVIOUS FLOW: PROPOSED FLOW: 360 j PREVIOUS SQUARE FOOTAGE: 3,022 ❑ NEW CONSTRUCTION 360 PROPOSED SQUARE FOOTAGE 3,022 I D INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 8_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF' WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: NE SIGNATURE OF REPRESENTATIVE Judy R. Elliott - New Business Representative SINESS COMMENTS: EXIST PS # 6970493200 (W/ VF PD INV # 131458) PLANS REVIEW COMMENTS: CRITERIA: F -1 AUTHORIZED BY THIS IS TO CERTIFY THAT THE M GRAVITY SEWER MAIN ABUTT THE SUBJECT PROPERTY, (OR, IF SEWER FACILITIES BY THE SUBJECT TO PROHIBITIONS OF SEWAGE DISPOSAL. F BE OBTAINED FROM D.E GALLONS [0] GALLON BY: -DADE WATER AND SEWER DE THE SUBJECT LEGALLY DE ILL HAVE ", UPON PROPER C VELOPER UNDER AGREE R RESTRICTIONS OF GOVE THERMORE, APPROVAL OF .M. THE ANTICIPATED DAIL ER DAY INCREASE. ARTMENT DOES NOT HAVE ) _ _ INCH RIBED PROPERTY. WE AR WILLING TO SERVE VEYANCE AND PLACEMENT 0 SERVICE OF SEWER T WITH THE DEPARTME , (AGREEMENT ID # N/A ). ENTAL AGENCIES HAVING J ISDICTION OVER MATTERS L SEWAGE FLOWS INTO TH DEPARTMENT'S SYSTEM MUST ATER AND /OR SEWAGE FLO 1 FOR THIS PROJECT WILL BE: NO SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: if-IRS SEPTIC TANK APPROVAL AP940136 PLANS REVIEW COMMENTS: i- Judy R. Elliott - New Business Representative AUTHORIZED BY CONTACT NAME: HENDRICK CONTACT PHONE (786) 357 -6691 Printed On: 6/29/2011 3:02:17 PM NB: Judy R. Elliott PR: FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A ProjectName: MILIEN & LERICHE RENOVATION BuilderName: 7 Street: 563 NW 112 ST Permit Office: MIAMI City, State, Zip: MIAMI , FL , 00000- Permit Number. �� 6 `iwAI 0 Owner: MILIEN & LERICHE Jurisdiction: 231000 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms (Bedrms In Addition) 4(0) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2156 7. Windows (328.0 sqft.) Description Area a. U- Factor. Sgl, U =0.87 328.00 ft2 SHGC: SHGC =0.55 b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types (1078.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1078.00 ft2 b. N/A R= ft2 c. N/A R= ft2 ,e.00<o..oe..a000e.o 9. Wall Types (2877.0 sqft.) insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2877.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (1078.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 1078.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts - a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 115 ft2 12. Cooling systems - Replacementforwholehouse a. Central Unit Cap: 46.0 kBtu/hr SEER: 16 13. Heating systems - a. Electric Strip Heat Cap: 23.5 kBtu/hr COP: 1 14. Hot water systems - a. Electric Cap: 50 gallons EF: 0.93 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.152 Total As -Built Modified Loads: 43.45 PASS Total Baseline Loads: 58.93 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. Review of the plans and . o.01-1.E specifications covered by this e v r, a� ° calculation indicates compliance y . ;I' with the Florida Energy Code. _ice Before construction is completed this building will be inspected for Ps 0 1 0� compliance with Section 553.908 Florida Statutes. Y ti � , , D vqf, .... . BUILDING OFFICIAL. $tgrfi ROB rJ `, PREPARED BY:- DATE* .a ,7 5� , e.0* I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE: DATE. - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with NI110.A.3. 6/20/2011 8:00 AM EnergyGauge® USA- FlaRes2008 Page 1 of 5 PROJECT Title: MILIEN & LERICHE RENOVA Bedrooms: 4 AdressType: Street Address Building Type: FLAsBuilt ConditionedArea: 2156 Lot# Owner: MILIEN & LERICHE Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: BuilderName: RotateAngle: 0 Street 563 NW 112 ST Permit Office: MIAMI Cross Ventilation: No County: MIAMI -DADE Jurisdiction: 231000 Whole House Fan: No City, State, Zip: MIAMI , FamilyType: Single - family FL , 00000 - New /Existing: Addition Comment CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab- On- Grade Edge Insulation 171 ft 0 1078 ft2 0.5 0.4 0.1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1111 ft2 Oft2 Light 0.96 No 0 14 deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1078 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1078 ft2 0.14 Wood WALLS Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 925.75 ft2 0 0.75 2 S Exterior Concrete Block - Int Insul 4.1 925.75 ft2 0 0.75 3 E Exterior Concrete Block - Int Insul 4.1 512.75 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 4.1 512.75 ft2 0 0.75 6/20/2011 8:00 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 6/20/2011 8:00 AM EnergyGauge®USA- FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 N Insulated 2 S Insulated Metal 0.460000 Metal 0.460000 20 ft2 20 ft2 WINDOWS Orientation shown is the entered, asBuiltorientation. V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation IntShade Screening • 1 N Metal Single (Clear) 2 N Metal Single (Clear) 3 N Metal Single (Clear) 4 S Metal Single (Clear) 5 S Metal Single (Clear) 6 E Metal Single (Clear) 7 E Metal Single (Clear) 8 E Metal Single (Clear) 9 W Metal Single (Clear) 10 W Metal Single(Clear) 11 W Metal Single (Clear) Yes 0.87 0.55 N 8 ft2 2 ft 0 in 10 ft 0 in Yes 0.87 0.55 N 12 ft2 2 ft 0 in 10 ft 0 in Yes 0.87 0.55 N 96 ft2 2 ft 0 in 1 ft 0 in Yes 0.87 0.55 N 12 ft2 2 ft 0 in 10 ft 0 in Yes 0.87 0.55 N 84 ft2 2 ft 0 in 1 ft 0 in Yes 0.87 0.55 N 12 ft2 2 ft 0 in 10 ft 0 in Yes 0.87 0.55 N 4 ft2 2 ft 0 in 10 ft 0 in Yes 0.87 0.55 N 72 ft2 2 ft 0 in 1 ft 0 in Yes 0.87 0.55 N 12 ft2 2 ft 0 in 1 ft 0 in Yes 0.87 0.55 N 4 ft2 2 ft 0 in 1 ft 0 in Yes 0.87 0.55 N 12 ft2 2 ft 0 in 10 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None None None INFILTRATION & VENTING V Method SLA — Forced Ventilation --- CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 2036 6.30 111.8 210.2 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 46 kBtu/hr 1380 cfm 0.75 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 26 kBtu/hr sys #1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.93 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # CompanyName Collector System Model# Collector Model# Area Storage Volume FEF None None ft2 6/20/2011 8:00 AM EnergyGauge®USA- FlaRes2008 Page 3 of 5 DUCTS / — Supply— — Retum — Air Percent V # Location R -Value Area Location Area LeakageType Handler CFM 25 Leakage QN RLF 1 Attic 6 115 ft2 Interior 15 ft2 DefaultLeakage Interior (Default) c (Default) % TEMPERATURES ProgramableThermostat: Cooling Venting X Jan X Jan Y X Feb X Feb X Mar X Mar Ceiling X Apr X X Apr �X Fans: May Jun Jul Aug X May [X Jun IX X Jul [X Aug €X Sep Sep Oct Oct X Nov X Nov Dec Dec ThermostatSchedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/20/2011 8:00 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 563 NW 112 ST MIAMI, FL, 00000- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECFP Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. 7 Exterior & Adjacent Walls NI106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. �/,Q //' Floors NI 106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI 106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. / Multi -story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. V Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECIk Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. 7 Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. �/,Q //' Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. / Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 6/20/2011 8:00 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. 563 NW 112 ST, MIAMI, FL, 00000- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2877.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 2156 a. Under Attic (Vented) R =30.0 1078.00 ft2 b. N/A R= ft2 7. Windows ** Description Area c. N/A R= ft2 a. U- Factor: Sgl, U =0.87 328.00 ft2 SHGC: SHGC =0.55 11. Ducts - b. U- Factor: N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 115 ft2 SHGC: 12. Cooling systems - Replacement for wholehouse c. U- Factor: N/A ft2 a. Central Unit Cap: 46.0 kBtu/hr SHGC: SEER: 16 d. U- Factor. N/A ft2 13. Heating systems - SHGC: a. Electric Strip Heat Cap: 23.5 kBtu/hr e. U- Factor: N/A ft2 COP: 1 SHGC: 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R =0.0 b. N/A R= c. N/A R= Area 1078.00 ft2 ft2 ft2 14. Hot water systems - a. Electric Cap: 50 gallons EF: 0.93 b. Conservation features None 15. Credits Pstat 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 co pliant ures. Builder Signature: Address of New Home: Date: ,'7/ 3/z I'%I //2 ' City/FL Zip: fig/ *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below '100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. 563 NW 112 ST, MIAMI, FL, 00000- 1. New construction or existing Addition 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2156 7. Windows ** Description Area a. U- Factor: Sgl, U =0.87 328.00 ft2 SHGC: SHGC =0.55 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor. N/A SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 1078.00 ft2 b. N/A R= ft2 c. N/A R= ft2 ft2 fta ft2 ft2 9. Wall Types Insulation a. Concrete Block - Int Insul, Exterior R=4.1 b. N/A R= c. N/A R= d. N/A R= 10. Ceiling Types Insulation a. Under Attic (Vented) R =30.0 b. N/A R= c. N/A R= Area 2877.00 ft2 ft2 ft2 ft2 Area 1078.00 ft2 ft2 ft2 11. Ducts - a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 115 ft2 12. Cooling systems - Replacement for wholehouse a. Central Unit Cap: 46.0 kBtu /hr SEER: 16 13. Heating systems - a. 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 compIian eat yes. Builder Signature: Address of New Noma: -1 3 ,W /1 Z 4/ Department of Commufiity`Affairs at (850) 487 -1824. Date: rt Cap: 23.5 kBtu/hr COP: 1 Cap: 50 gallons EF: 0.93 Pstat * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Project Title: MILIEN & LERICHE RENOVATION MILIEN & LERICHE 563 NW 112 ST MIAMI, FL 00000- 6/20/2011 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature(TMY3 99 %) 49 F Summer design temperature(TMY3 99 %) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 25399 Btuh Total cooling load calculation 42382 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 102.4 26000 Sensible (SHR = 0.75) 117.4 34500 Btuh Latent 88.5 11500 sqft Total 108.5 46000 WINTER CALCULATIONS Winter Heating Load for 2156 soft Load component Load Load Window total 328 Window total 328 sqft 5993 Btuh Wall total 2509 sqft 7863 Btuh Door total 40 sqft 386 Btuh Ceiling total 1078 sqft 721 Btuh Floor total 1078 sqft 4237 Btuh Infiltration 226 cfm 5228 Btuh Duct loss Sens. Ventilation 0 cfm 970 Btuh Subtotal 0 25399 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 25399 Btuh Summer Cooling Load for 2156 soft Ducts(4 %) SUMMER CALCULATIONS Load component Load Window total 328 sqft 9870 Btuh Wall total 2509 sqft 6365 Btuh Door total 40 sqft 422 Btuh Ceiling total 1078 sqft 1579 Btuh Floor total 0 Btuh Infiltration 259 cfm 4837 Btuh Internal gain 5240 Btuh Duct gain 1079 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 29393 Btuh Latent gain(ducts) 340 Btuh Latent gain(infiltration) 9850 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal /occupants /other) 2800 Btuh Total latent gain 12990 Btuh TOTAL HEAT GAIN 42382 Btuh 8th Edition Latent tnternai(7 %) EnergyGauge® System 'zing PREPARED BY: DATE: EnergyGauge® / USRFZB v2.8 MILIEN & LERICHE 563 NW 112 ST MIAMI, FL 00000- Residential Window Diversity MidSummer Project Title: MILIEN & LERICHE RENOVATION 6/20/2011 Weather data for: Miami - Defaults Summer design temperature Cooling setpoint Summer temperature difference Latitude 92 F 75 F 17 F 25.82 North Average window load for July Peak window Toad for July Excusion Iimit(130% of Ave.) Window excursion (July) 3986 Btuh 5144 Btuh 5182 Btuh None WINDOW Average and Peak Loads 5000.00 4000.00 3000.00 0 g 2000.00 1000.00 0.00 Limit for excursion 12 Hour Average 8 a.m. 10 a.m. 12 2 p.m. 4 p.m. 8 p.m. 8 p.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge® Syst PREPARED BY. DATE: Sizin or FI ida resi ences only EnergyGauge® / USRFZB v2.8 MILIEN & LERICHE 563 NW 112 ST MIAMI, FL 00000- Residential Window Diversity October Project Title: MILIEN & LERICHE RENOVATION 6/20/2011 Weather data for: Miami - Defaults Summer design temperature Cooling setpoint Summer temperature difference Latitude 92 F 75 F 17 F 25.82 North Average window load for October 3773 Btuh Peak window load for October 4461 Btuh Excusion limit(130% of Ave.) 4905 Btuh Window excursion (October) None WINDOW Average and Peak Loads 5000.00 -,Limit for excursion 4000.00 - 3000.00 O 2000.00 1000.00 0.00 12 Hour Average --- 8 a.m. 10 s.m. 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauga® Syste PREPARED BY. DATE: Sizing)& F, -rida re • dences only EnergyGauge® / USRFZB v2.8 System Sizing Calculations - Winter Residential Load - Whole House Component Details MILIEN & LERICHE Project Title: 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- Building Type: User 6/20/2011 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99 %) Component Loads for Whole House Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 1, NFRC 0.55 Metal 0.87 N 8.0 18.3 1, NFRC 0.55 Metal 0.87 N 12.0 18.3 1, NFRC 0.55 Metal 0.87 N 96.0 18.3 1, NFRC 0.55 Metal 0.87 S 12.0 18.3 1, NFRC 0.55 Metal 0.87 S 84.0 18.3 1, NFRC 0.55 Metal 0.87 E 12.0 18.3 1, NFRC 0.55 Metal 0.87 E 4.0 18.3 1, NFRC 0.55 Metal 0.87 E 72.0 18.3 1, NFRC 0.55 Metal 0.87 W 12.0 18.3 1, NFRC 0.55 Metal 0.87 W 4.0 18.3 1, NFRC 0.55 Metal 0.87 W 12.0 18.3 Window Total 328.0(sqft) 146 Btuh 219 Btuh 1754 Btuh 219 Btuh 1535 Btuh 219 Btuh 73 Btuh 1315 Btuh 219 Btuh 73 Btuh 219 Btuh 5993 Btuh Walls 1 2 3 4 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc BIk,Hollow - Ext (0.149) 4.1/0.0 790 3.13 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 810 3.13 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 425 3.13 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 485 3.13 Wall Total 2509(sqft) Load 2475 Btuh 2538 Btuh 1331 Btuh 1519 Btuh 7863 Btuh Doors 1 2 Type Storm Ueff. Area X HTM= Insulated - Exterior, m (0.460) 20 9.7 Insulated - Exterior, m (0.460) 20 9.7 Door Total 40(sqft) Load 193 Btuh 193 Btuh 386Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/UShing (0.032) 30.0/0.0 1078 0.7 Ceiling Total 1078(sqft) Load 721 Btuh 721 Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 171.0 ft(perim.) 24.8 Floor Total 1078 sqft Load 4237 Btuh 4237 Btuh Envelope Subtotal: 19200 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Natural 0.70 19404 1.00 226.4 5228 Btuh Duct load Average sealed, R6.0, Supply(Att), Retum(Con) (DLM of 0.040) 970 Btuh All Zones Sensible Subtotal All Zones 25399 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) MILIEN & LERICHE Project Title: 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- Building Type: User 6/20/2011 'WHOLE HOUSE TOTALS Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 25399 Btuh 0 Btuh 25399 Btuh EQUIPMENT 1. Electric Strip Heat 26000 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 - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details MILIEN & LERICHE Project Title: 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- Reference City: Miami, FL 6/20/2011 Temperature Difference: 17.0F(TMY3 99 %) Humidity difference: 56gr. Component Loads for Whole House Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.55, 0.87 B -L No N 2.0ft. 10.0f 8.0 0.0 8.0 21 21 165 Btuh 2 1 NFRC 0.55, 0.87 B -L No N 2.0ft. 10.0f 12.0 0.0 12.0 21 21 248 Btuh 3 1 NFRC 0.55, 0.87 B -L No N 2.0ft. 1.0ft. 96.0 0.0 96.0 21 21 1981 Btuh 4 1 NFRC 0.55, 0.87 B -L No S 2.0ft. 10.0f 12.0 12.0 0.0 21 23 248 Btuh 5 1 NFRC 0.55, 0.87 B -L No S 2.0ft. 1.0ft. 84.0 84.0 0.0 21 23 1733 Btuh 6 1 NFRC 0.55, 0.87 B -L No E 2.0ft. 10.0f 12.0 0.0 12.0 21 51 617 Btuh 7 1 NFRC 0.55, 0.87 B -L No E 2.0ft. 10.0f 4.0 0.0 4.0 21 51 206 Btuh 8 1 NFRC 0.55, 0.87 B -L No E 2.0ft. 1.0ft. 72.0 11.9 60.1 21 51 3336 Btuh 9 1 NFRC 0.55, 0.87 B -L No W 2.0ft. 1.0ft. 12.0 2.0 10.0 21 51 556 Btuh 10 1 NFRC 0.55, 0.87 B -L No W 2.0ft. 1.0ft. 4.0 1.3 2.7 21 51 165 Btuh 11 1 NFRC 0.55, 0.87 B -L No W 2.0ft. 10.0f 12.0 0.0 12.0 21 51 617 Btuh Window Total 328 (sqft) 9870 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 789.8 2.5 2004 Btuh 2 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 809.8 2.5 2054 Btuh 3 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 424.8 2.5 1078 Btuh 4 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 484.8 2.5 1230 Btuh Wall Total 2509 (sqft) 6365 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.0 10.6 211 Btuh 2 Insulated - Exterior 20.0 10.6 211 Btuh Door Total 40 (sqft) 422 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1078.0 1.46 1579 Btuh Ceiling Total 1078 (sqft) 1579 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1078 (ft- perimeter) 0.0 0 Btuh Floor Total 1078.0 (sqft) 0 Btuh Envelope Subtotal: 18237 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.80 19404 2509 226.4 4837 Btuh Internal Occupants Btuh /occupant Appliance Load gain 5 X 230 + 3400 4550 Btuh Sensible Envelope Load: 27624 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Retum(R6.0- Condi) (DGM of 0.038) 1079 Btuh Sensible Load All Zones 28703 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) MILIEN & LERICHE Project Title: Climate:FL_MIAMI_INTL AP 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- 6/20/2011 WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (8 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 28314 Btuh 1079 Btuh 29393 Btuh 0 Btuh 0 Btuh 29393 Btuh 9850 Btuh 0 Btuh 340 Btuh 1600 Btuh 1200 Btuh 12990 Btuh 42382 Btuh EQUIPMENT 1. Central Unit 46000 Btuh *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 closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half( %)) (Omt - compass orientation) Version 8 EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details MILIEN & LERICHE Project Title: 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- Building Type: User 6/20/2011 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99 %) Component Loads for Room/Zone #1: Main Window Panes/Type Frame U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 1, NFRC 0.55 Metal 0.87 N 8.0 18.3 1, NFRC 0.55 Metal 0.87 N 12.0 18.3 1, NFRC 0.55 Metal 0.87 N 96.0 18.3 1, NFRC 0.55 Metal 0.87 S 12.0 18.3 1, NFRC 0.55 Metal 0.87 S 84.0 18.3 1, NFRC 0.55 Metal 0.87 E 12.0 18.3 1, NFRC 0.55 Metal 0.87 E 4.0 18.3 1, NFRC 0.55 Metal 0.87 E 72.0 18.3 1, NFRC 0.55 Metal 0.87 W 12.0 18.3 1, NFRC 0.55 Metal 0.87 W 4.0 18.3 1, NFRC 0.55 Metal 0.87 W 12.0 18.3 Window Total 328.0(sgft) 146 Btuh 219 Btuh 1754 Btuh 219 Btuh 1535 Btuh 219 Btuh 73 Btuh 1315 Btuh 219 Btuh 73 Btuh 219 Btuh 5993 Btuh Walls 1 2 3 4 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc BIk,Holiow - Ext (0.149) 4.1/0.0 790 3.13 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 810 3.13 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 425 3.13 Conc BIk,Hollow - Ext (0.149) 4.1/0.0 485 3.13 Wall Total 2509(sgft) Load 2475 Btuh 2538 Btuh 1331 Btuh 1519 Btuh 7863 Btuh Doors 1 2 Type Storm Ueff. Area X HTM= Insulated - Exterior, m (0.460) 20 9.7 Insulated - Exterior, m (0.460) 20 9.7 Door Total 40(sgft) Load 193 Btuh 193 Btuh 386Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/UShing (0.032) 30.0/0.0 1078 0.7 Ceiling Total 1078(sgft) Load 721 Btuh 721 Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 171.0 ft(perim.) 24.8 Floor Total 1078 sgft Load 4237 Btuh 4237 Btuh Zone Envelope Subtotal: 19200 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.70 19404 1.00 226.4 5228 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DLM of 0.040) 970 Btuh Zone #1 Sensible Zone Subtotal 25399 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) MILIEN & LERICHE Project Title: 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- Building Type: User 6/20/2011 IINHOLE HOUSE TOTALS Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 25399 Btuh 0 Btuh 25399 Btuh EQUIPMENT 1. Electric Strip Heat 26000 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 - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details MILIEN & LERICHE Project Title: 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- Reference City: Miami, FL 6/20/2011 Temperature Difference: 17.0F(TMY3 99 %) Humidity difference: 56gr. Component Loads for Room /Zone #1: Main Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.55, 0.87 B -L No N 2.0ft. 10.0f 8.0 0.0 8.0 21 21 165 Btuh 2 1 NFRC 0.55, 0.87 B -L No N 2.0ft. 10.0f 12.0 0.0 12.0 21 21 248 Btuh 3 1 NFRC 0.55, 0.87 B -L No N 2.0ft. 1.0ft. 96.0 0.0 96.0 21 21 1981 Btuh 4 1 NFRC 0.55, 0.87 B -L No S 2.0ft. 10.0f 12.0 12.0 0.0 21 23 248 Btuh 5 1 NFRC 0.55, 0.87 B -L No S 2.0ft. 1.0ft. 84.0 84.0 0.0 21 23 1733 Btuh 6 1 NFRC 0.55, 0.87 B -L No E 2.0ft. 10.0f 12.0 0.0 12.0 21 51 617 Btuh 7 1 NFRC 0.55, 0.87 B -L No E 2.0ft. 10.0f 4.0 0.0 4.0 21 51 206 Btuh 8 1 NFRC 0.55, 0.87 B -L No E 2.0ft. 1.0ft. 72.0 11.9 60.1 21 51 3336 Btuh 9 1 NFRC 0.55, 0.87 B -L No W 2.0ft. 1.0ft. 12.0 2.0 10.0 21 51 556 Btuh 10 1 NFRC 0.55, 0.87 B -L No W 2.0ft. 1.0ft. 4.0 1.3 2.7 21 51 165 Btuh 11 1 NFRC 0.55, 0.87 B -L No W 2.0ft. 10.0f 12.0 0.0 12.0 21 51 617 Btuh Window Total 328 (sqft) 9870 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 789.8 2.5 2004 Btuh 2 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 809.8 2:5 2054 Btuh 3 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 424.8 2.5 1078 Btuh 4 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 484.8 2.5 1230 Btuh Wall Total 2509 (sqft) 6365 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.0 10.6 211 Btuh 2 Insulated - Exterior 20.0 10.6 211 Btuh Door Total 40 (sqft) 422 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic /Light/Shingle 0.032 30.0/0.0 1078.0 1.46 1579 Btuh Ceiling Total 1078 (sqft) 1579 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1078 (ft- perimeter) 0.0 0 Btuh Floor Total 1078.0 (sqft) 0 Btuh Zone Envelope Subtotal: 18237 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.80 19404 1.00 258.7 4837 Btuh Internal Occupants Btuh /occupant Appliance Load gain 8 X 230 + 3400 5240 Btuh Sensible Envelope Load: 28314 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.038) 1079 Btuh Sensible Zone Load 29393 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) MILIEN & LERICHE Project Title: Climate:FL_MIAMI_INTL_AP 563 NW 112 ST MILIEN & LERICHE RENOVATION MIAMI, FL 00000- 6/20/2011 EnergyGauge® / USRFZB v2.8 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP MILIEN & LERICHE RENOVATION MILIEN & LERICHE 563 NW 112 ST MIAMI, FL 00000- 6/20/2011 WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (8 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 28314 Btuh 1079 Btuh 29393 Btuh 0 Btuh 0 Btuh 29393 Btuh 9850 Btuh 0 Btuh 340 Btuh 1600 Btuh 1200 Btuh 12990 Btuh 42382 Btuh EQUIPMENT 1. Central Unit 46000 Btuh *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 closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(.4)) (Omt - compass orientation) EnergyGauge® / USRFZB v2.8 Version 8 Page 3 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 00 INr G ___,a11 itit bitiV OWNER: Name (Fee Si Address: g q y' `I City: Tenant/Lessee N FCTEg MAY 1 5 2'u 2 JiliJ Y: Master Permit No. ple Titleholder L1 I I a-sr Email: State: P(/ Phone #: JOB ADDRESS: 5V /did /7)-Sr ' City: Mi Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company N Address. City: Qualifier Name: State Certification or Registr tion #: Contact Phone #: DESIGNER: Archi County: Miami Dade 33/6__X Flood Zone: Phone #= :fi .55 77-401 State: Zip: Phone #: 30)---- 519— Certifir to of Competency #: Email Address: Value of. Phone#: Square/Linear Footage of Work: ONe Rep .' ' eplace ODemolition rk: *+x***+x******** ****+x **** *** ********** *F s **** ********* 3o ***********+x*********** *** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ . Technoloev Fee / Double Fee $ Structural Review.: r 0 �~ TOTAL FEE NOW DUE $ l Bonding Company's Name (if applic Bonding Company's Address City State / Zip Mortgage Lender's Name (if applicab Mortgage Lender's Address r� City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of suc notice,' the, inspection will not be approved and a reinspection fee will be charged. Signature 0 I er or Agent The foregoing instrument was acknowledged before me this day of I`, 20 I Z by: n I r I I , who is personally known to me or who has ,g p ` s produced I--'t 10 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY '!,1llll11tto`0 (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Signature 1 Contractor { �' (:, The fore oing instrument was acknowledges bde ,for i Cy of , 20 421 by L.v,( .. . „d• O , who is personall known to mee or who has produced OE) Plans Examiner 114— identification and who did take an oath. NO ' ARY P , t LIC: Print: My Commission Ex AMIREZ liar u.ic - Ida •# My Comm. Expires May 30, 2015 ;= Commission # EE 79436 Bonded Through National Notary Assn. ** * * * * * ** ** ** * **** ** Zoning Structural Review Clerk 04/27/2012 09:49 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 01001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 2485 RECIPIENT ADDRESS 93052652685 DESTINATION ID ST. TIME 04/27 09:48 TIME USE 00'52 PAGES SENT 2 RESULT OK 2 "1,g -L4r - erm t No: 10 -1734 Job Name: April 26, 2012 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REV 1) Provide mechanical and structural approval. 2) Provide a separate permit for windows and doors. 3) Provide window a door product approvals renewed and signed approved by the designer of record. The product approval submitted does not meet the impact requirements. Provide new approval or shutters. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Rx 3 -ass - s-S erm 2111 No: 10 -1734 Job Name: April 26, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REV 1) Provide mechanical and structural approval. 2) Provide a separate permit for windows and doors. 3) Provide window a door product approvals reviewed and signed approved by the designer of record. The product approval submitted does not meet the impact requirements. Provide new approval or shutters. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 F°3-s- Airs 04/30/2012 12:36 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES L i 001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2504 RECIPIENT ADDRESS 913053595218 DESTINATION ID ST. TIME 04/30 12:35 TIME USE 01'36 PAGES SENT 2 RESULT OK erm No: 10 -1734 Job Name: April 26, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REV 1) Provide mechanical and structural approval. 2) Provide a separate permit for windows and doors. 3) Provide window a door product approvals reviewed and signed approved by the designer of record. The product approval submitted does not meet the impact requirements. Provide new approval or shutters. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 F3-s- a6 ss 3cc.M9 5218 Miami Shores Vii:age Building Department RECEIPT PERMIT #: ��- �` °DATE: ontractor o Owner o Architect Picked up 2 sets of plans and (other) Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I u der tand that the plans need to be brought back to Miami Shores Village Building De•a me t t•,continue permitting process. Acknowledged by: ►„t .....- PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Wvtiarn1 Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NS. (2 i Job Name Date STRUCTURAL CRITIQUE SHEET 0 Si gut' c,onif have (41- 9e vele h ow ki �rlC/.L WA rs T n e s 2 4meric- n. -natnrencfgfifv't e q. -/ /L4 X, G„ 1 o Yj ;/ • 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 RE NOV 2 9 gu12 FBC 20 BUILDING Permit No. I ® -143 PERMIT APPLICATION Master Permit No. 10- 1 3 Permit Type: BUILDING ROOFING City: Miami Shores County: Miami Dade Zip: t 6 Folio/Parcel #: Is the Building Historically Designated: Yes NO cam/ Flood Zone: OWNER: Name (Fee Simple Titleholder): '° 5 i Phone #: -7 G 2'2 JOB ADDRESS: Address: tJ t? �j 7'J /cam City: State: Tenant/Lessee Name: Email: d S Zip: Phone #: 6a)7.7, >bcr0 • C'cf),0.7 CONTRACTOR: Com pan y Name: v fero-Ct 113- S t �ei.P1 Phone #: 2 S l 5°l - I' C19 Address: I R1 g :7 ' ..'' BB s City: 1'l t A 1 State: Qualifier Name: L-00 S DC) State Certification or Registration #: C Zip: 314 d- Phone #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: ❑Addition Description or Square/Linear Footage of Work: ❑Alteration ❑ k. ❑Repair/R lace ❑Demolition Color thru tile: * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Fees**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ ul TOTAL FEE NOW DUE $ 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A I Signature wner or Agent The foregoing instrument was acknowledged before me`t is day of Nc\i ,20.t_,by n'O,S 'M tTAN who is personally known to me or who has produced t.-1 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by LUIS Toe' 6 who is personally known to me or who has produced identification and who did take an oath. APPROVED BY Sign: P co :"'4 � : u..., My .,•� ri'•.r "' F NATHAtlEMAHIN y; : o �a, : 44 . y R �,�t �?o, 3 n 4 cientf SSION # EE 223774 1� ?cam w EXPIRES August 9, 2016 'rr .......• �•� �`� °..„ Bonded ?hivNotaiy�PuhIcUnderwriters Plans Examiner Zoning Structural Review Clerk (Revised 5/2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Florida 1,3uilding Code Online F i3 tai Bt,' S Home 1 Log In I User Registration Hat Topics ! Submit Surcharge 1 Slats & Facts 1 Pubes Busines Process' Regulation ozonsrama Product Approval USW Public User Product A mrnvat PRenu > Pradnc or Awnollon Search > Mdcdlialag > APPil=ttlee Detail l FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorised Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Etnail Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL15558 New 2010 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratifk the POC and/or the Commission If necessary. Page 1 of 2 RC Std 1 BCIS Site Nap Links ., NOV 292012 Rc, t o_ n a i 0 3ELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 8uc ®jeld- wen.com Janet Gerard jeld- wen.com Steve Saffeii 3737 Lakeport Blvd Klamath Fails, OR 97601 (541) 882-3451 Ext2900 stevesa @jeid . 11 #LF r:3 Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standand TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 http://www.floridabuilding.org/pr/prapp dil.aspx?paran =wGEVXQwtDq... 11/27/2012 Florida Euilding Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 ry of Products FL 15558.1 Motu, Number or Name Saver /Contour Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Refer to installation insino Lions S -2104 for sizes, figurations, design pressure ratings, and installation Hs. crack Description Opaque Wood Edge Steel Outswing Door w/ or w/o Side Certification Agency Certificate FL15558 RO C CAC N1011082.pdf Quality Assurance Contract Expiration Date 08/31/2015 Installation Instrudions FL15558 RO 11 S -2104 SS.pdf Verified By: Hermes F. Norero, P.E. Rorlda P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.pdf Created by Independent Third Party: Yes Neat c�onLt Us ;:1440 Earth Momae strew Tallahassee FL 32344 Phone: 850 -487 -1824 The State af Florida is an AWEeO employer. Ccayrtaht 2007 -2010 state Fl w d :: EM0117atailMtalt ; AMISIMIX2iteMellt :: INN Slide MI Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public- records request, send electronic mall to tide entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.48 *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Maine, 455, FS. must provide the Dep. with an email address If they have one. The mans provided may be used for official communication with the Bye. However email address public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made avail . the public. To determhte if you are a licensee under Chapter 455, FS., please click hem. Product Approval Accept= ;. _:,...SAFE http : / /www.floridabuilding.org/pr /pr app dtl.aspx?param= wGEVXQwtDq... 11/27/2012 0144., NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: N1011082 Certification Date: 05/01/2012 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specif icatious Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. Thts product has been approved for listing within NAMI's Certified Product Listing at www,Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Ncg (psi) Water Test Pressure Missile Impact Rated Test Report Number & Comments X Single O/S Opaque 3'2" x 6'10" +66/ -70 10.0 psf Yes CTLA -696W In tallat on Details:3S 2104'(1 8) OX/X0 Single w/Sidelite O/S Door- Opaque Sidelite - Glazed 4'5" x 6'10" +66/ -70 10.0 psf Door -Yes Sidelite -No CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DI A 6" x 5'3" (116" Tempered Glass) Installation Details: S-2104 (1-8) CTLA -696W Max Panel Size: 3'0" x 61" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) OXO Single w /Sidelites 0/S Door - Opaque Sidelites- Glazed 5'10" x 6'l0" +66140 10,0 psf Door -Yes Sidelites -No XX Double 0/S Doors - Opaque 6'3" x 6'10" +57/ -57 8.55 psf Doors -Yes CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8) OXXO Double w/SIdeiltes 0/S Doors - Opaque Sidelites- Glazed 8'11" x 6'10" +571.57 8.55 psf Door -Yes Sidelites -No CTLA -696W Max Panel Size: 3'0" x 61" Sidelite DLO: 6" x 5'3" (118" Tempered Class) installation Details: S-2104 (1-8) National Accreditation & Manaeement Institute. IncJ4794 George Washington Memorial Highway/Haves. VA —HA Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: JELRWEND Steel BFACTDOOAW87$ lNfff9WT1T/OfI 8A STEEL QENERALNOTES THE t M HIGH HUPPRI'WVE ZOf1 MFLOORISDA UD 0 2. 8700 BUCKS ElY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOWS TO THE SO101URE. 3. PRODUCT ANCHORS SIALL BE AS LISTED NO SPACED PER ANCHOR NM. ANCHOR EMBEDMENT 7ERbwL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, SE TAME 1 ON TH12 SHEET FOR DESIGN PRESSURE RAMS 5. SEE O P REQUIREMENTS FOR "MR4B' ZONES. 8. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHIJ17 S. 7. MIAMI-FADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR MUTES 8, MITES AREM i AN OPTION AND CMI BE M Rd A SINGLE OR DOUG CONROURATIO aia5rnnmOLeNSL?ATE08ftsi.lx70 5501anroaAAwareaodteawl OOMPONlsf r Ot1N9IRt[017 24 ga. (0.025 widow Maness, Gaftronized Steel A -525 earanordal quark - ARM tM per AS1M 620 with average mWmum yleld strength F)(ove.)o24,850 psi. JaA- Expanded pot/styrene wlth 1.0 to 125 tinier duty, by poor Panel Conetreetwx The =Eve and Ineativo panels aro constructed fray 240k (0. 020' ruin.) twtranlsed stead 11so Taco shy taps and bottoms are bad OO' over the top and bottom raga The top LVL rail measures 1.87" wIde x 1. 042' high. The steel bottom roll Is roll Famed 0,021' galvanized rel steel measuring the LL latch etlle high. nd Ponderosa Pine stile which measure 1.87' hied e � Is reed with polystyrene. The fox sheets Reed Uto Genet: The sash is constructed from 2404. (0.020'minn)galvanized facto sheet are bent 90' over the sleet edges of palpation. soul gfu d The sW to p e to the OM Up s Fromoa or the optional Trinity Light Frames. (See sheet 7 for glaring 11ro Dte Herne we eosled w/ 030 glazing wand an the EigPw Construatjgn; The frames are coesbwrclsd from Ponderosa Pine Jamb immuring 1.28" wide x 4.5828' deep. The door and skint° head Jambs am mortised and butt joined to the side Jambs and attached with (3) 189A. 2' x 7/18' crown wdre ata/dea The units use a standard trump face Panda tlreshold measuring 4.041 deep x 1.0' Mph. Tiro threshold is attached to tiro yams with (3) 180.1. 2" x 7/16" cram wire steads. tri73 � .10/ x3e III . t =in.i - 11111/11111111 il1tC EffirlroolThaviardzaroFETimimirommor i;1nre� ri s e75" T 80` PANEL HOME 81.25' MAL FRAME HERNE 0.825' .ply" TM 74.8' MAX 0A FRAME WI07H .125" 38' MAX 0A PANA. WIDTH 31828" MAX 0A PANEL 610111 W /ASIRACAL IIIACIIVE .75' TYR --- 70.28' MAX. OA FRAME WOTH 78' fl • OAR P. • �` MAX AA PANEL WIDTH 11�5ry. .5�5�' �6442 .OA SIDEIJTE FITAME WIDTH 14' MAX 0.A. PANEL WIDTH 80' WAX PANEL mew 8' MAX, 0A 0.1.0. WA7Rl 53. 25' MAR. D.L.O. 81.25' MAIL FRAME HEIGHT E] , 37.78' MAX OA. FRAME WIDTH PANa MOTH 8D' MAX PAS HER 81.25' SOX FRAME WON CM CI 600 II NO IMPACT 0.625' TABLE Is 0.75' 0.625' pouas UPAOr 11 QO a a! 1;5! 00 80` PANEL HEIGHT 81.25' MAX (LA FRAME WONT 0.75" D55OII PRESSURE 401110 -ARE WET MTN= REOUSSOff 5 WED SOW /RO C� MIES +66 Psi -70 psi DOUt1E DOOR an (AL OA XX16 050) W 0 5W-11,0 5011:IS +57 psf -57 psi ;ROLE 0UTOWN0 IMPACT UN8T 0X0 W NON - IMPACT Id a Ilk../Mat 135: ?d14d0 15.5' MAX, 0.41, SWUM FRAME WIDTH 14" MAX OA PANE. 610171 1 ig B' 5011 Oa WON 63. 25' MAX. OA 01.0 HEIGHT 0.828' fi �a_ax tta5Tir1:i%, aalyav); OWNING IMPACT Prepared Lts sari 9- 1 -0 SOME* N.T.S. DWG, as JWJ on S. SIPPELI Melodic signed byHermes F Noreen, P.E Reasons tom improving tldsdocument Date: 2012OSA117:51s35-MO SIRLOINS CROPS, M. Phony: 407- 844 -8857 Fbxs 407- 544 -2388 DRAWN tad 5-2104 mazy 0.75' MIN. EDGE DST. 1.50" MIN. EMB. 0.250 MAX CONCRETE MASONRY BY01H SEE DETAIL 7 ON SHEET 5 81.25' MAX OA FRAME HEARTY 1.25' MIN, EMS. NOTE 9 ON SHT.� U 1 NI 2.50° MIN, xrm 0 0 1.750' MIN PANEL 1HK 41. L 41 • !LC° 1. 80.0" MAX OA PANEL HEIGHT 0.250' MAX SHIM 0.75' MW. EDGE DIST. 1.50' MIN. EM& COCY MASONRY BY 0 SEE DETAIL 7 ON SHEET 5 NOTE 8 ON SHT. 4 1.750° MIN. PANEL 1HK SEE NOTE 2 ON SHT. 4 81.25' MAX. 0.A. FRAME WIGHT 1.28° MASONRY BY OTHERS 0.125" MIN GLASS THK ENE SEE GIAAN DETAILS, SHEET 7 SEE NOTE 2 ON SHY. 4 NOTE 8 ON SW. 4 NOTE 8 ON SHT 4 ON SHEET 5 1,75" 2.50' M MN. EDGE GIST. a) SEE NOTE 3 0 SHT. 4 EDIMPARIErm 80.0' MAX OA PANEL HEIGHT SEE NOTE 3 ON ..4 MER NASCIRY, M BY OTHERS Ea, ryri i- ,Cdr. �3 Erse , r 7L? � eFa HL,, "I 1T- I��da pia, •, Ua iL. ., ,L!, ©LZ,o,, Wile (g6'iaa,lf!4thtml a a ;71-;si `arli T - . xir:• I x, k.57 iliiiirmIN wan all , c •r to mai 3rTi WA ,,,,MIIMiWiii111111111•11111111111N1111•111111111111111111111111=111111M11111 Ell [11E iLI l`i il: ,l1 n.Mi u, r I III WA EIPALILTEILTIMDIVEAWIRIXF.TAIIIIIMINENEMININI .1111111FT1111114a II KEN 2 (a4 �a 7LI' KM amh ;NINIIIII.u4.1. II f©ramtr aiiiiii:um ay min .rauw roF . I ili !i , 4i.i,L-A I' °I ]Lr i.•r II iTRIEYEW ';tom. ,.� zllL AllialidE IIE'17A111111111111111111111 yrya WM[?t,L!;!.ai r• iyu.?gT11'001..1ikE7.71.7/ lL�!I; ua 81?31• if 041 WI E a t ,hn , 7y AWa Y !iir?:2;'iY 111•l11111111!11111111 IltAl lEivilviViLWX.717AW.ITTAICT;IIP'r,173 III -114111 IPAraIViir.2 5,a7r 9!!,I LYE. IIMILIFILIViEiLlU24.1t La' .1111111111111p. III NMI .,..111011111111111111111111111111111111111111111111111111111111111.111 1E7ET.I 1111MAII WM ErkiFITiiiii.. aPI • I,3iif4f 1117F ii mear yl E7E n r 3 ., ' -..•.'X •lam' :i 9 ]ax II IVAX/Th�--� ll;f'' za.�i "ll�a'�a��;�+r•�} . Tai ,.II 7 ��iLa� 11©VJ•�,]?I;i5T ) N 'alaa_) �t:t.'.� ^mil• ItTllaillIALILIEE:22ia•Miffe,1112;,,5,34-419 mii'Sr.i.u.01 s Iii?- -Aaii1.tsarktim our.ricrA 3nueLL1Q= j)<1Ciarumuil i rm. iffT; 1171., {yi(.ir t •rt<n (-iAFFTY' .�� :d�'7'.� ti, 111a.t. Ml ;iYilL7:'.a...4 473211u•ilt 'CEO 1111WHTAIIII SODEUTE FRAME HEAD SILL AND JAMES (FINGER JOKED PONDEROSA PNE) WOOD ICU Iffalif.ilarWialigitailM111111111111•11111111•11•11011111=11111107021111 ElIITL -X 7r a a17Y, I 1671E n.._:.? E1 .II .- l';,, d . 1.11011 yid r NZ " a�' KJI 1 } tar r r l, iirtri'. ten► E11 is ` LJd)IT�1;mL�L1 1 .a111 Ya3 WMr r .. lA_i.Y. Wfa' 7AL-5 i YTI•.E: 71]Y WM r i I." 1r a,I. ;1... 1111111111111 . K1r� ...._9.1tYL,l!.y..I.I1:.1119iLI _4:D T 7La II 0 • 0 im1 t!: 1 iltig 8 8 m 1 Z1s PeIarad MOW DROPS, NC. Phan 407 - 6442360 9 -11 -01 stus N.T.S. DWa. BY JWJ & SAFFELL MAMBO la r 8-2104 soar op SEE NOTE 4 ON SHT 4 Bosom _1.750° MN. PANEL MN fi ///////////, / / / // / / / / / / / /// 0.75° 0.250° MAX SHIM SEE DETAIL 5 ON SHEET 5 ® u Cp H YO 9UCKECTION SEE DETAIL 5 ON SHEET 5 () MIN EO TA 70 BU _SECTION 0.250° MAX. SHIM DT OT1536 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM i$ 1.750" MIN j PANEL INK SE NOTE 4 ON SHT. 4 I 1 /AMOR MULL WOOL TO SPLE ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS ►AEW FOR 0 11F 11npo sS 4 Z. SEE DETAIL 1 ON THIS SHEET oM 9- 1 -0 Prepared N.T.S. ® AT lA4pEltIAL AST*GAL CTION BUILDING OPS, 84C. Phone 407 -544 -8987 Fax 407-544 -2388 c. en S. SMELL 5 -2104 seer °FA,,, / / / 1 AIIIIP ME 1.750" MIN j PANEL INK SE NOTE 4 ON SHT. 4 I 1 /AMOR MULL WOOL TO SPLE ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS ►AEW FOR 0 11F 11npo sS 4 Z. SEE DETAIL 1 ON THIS SHEET oM 9- 1 -0 Prepared N.T.S. ® AT lA4pEltIAL AST*GAL CTION BUILDING OPS, 84C. Phone 407 -544 -8987 Fax 407-544 -2388 c. en S. SMELL 5 -2104 seer °FA,,, C SEE NOTE 4 ON SHT. 4 s 0 0 m SEE NOTE 3 ON SIT. 4 TT? GOO \771' 004042$ 000 SEE NOTE 7 ON SHT. 4 _ 1.750" MIN =OR PANEL OW. SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHM 4 SEE NOTE 2 ON SHM 4 SEE NOTE 6 ON SH1: 4 0.750' +1/419 cOik: MIS SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 O ON SHIT. 4 SEE DETAIL 5 ON SHEET 5 /]l, a • I Z1 . . Oit•1r . • lr. 0.750' SEE GLAZING DETAILS, SHEET 7 NOTES: 1, SPIONG FOR ITEM 128 THE 110 x 1" PFH SCREWS ATTACHNG THE IMPERIAL ASTRAGAL TO THE MINE DOOR IS AS F O L L O W S : F R O M THE TOP DOWN & T H E B O T T O M U P ; 1.0; 2,5 , 4.0 , 5.5 , 13.0e, 18.0° & 26.0 ". 2, SPACING FOR FIEM 123 THE 18 x 1 1/2° PLASCREW IS AS FOLLOW& 112P k BOTTOM. HORIZOONTALL Y. SIDEI RF RWEL 3.0' IN FROM EACH CORNER ON THE SIDES. VER1TCALLY. FOR THE SIDEUTE PANS 3.0", 13.0, 28.0. 39.0', 52.0° & 63.0". 3. SPACING FOR MI #31 THE 169.4 x 3/4" BIM TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDEWE AND REM 19 THE 160A. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION &4R VERTICALLY, 12 AS FOLLOWS: TOP & 80T70M HORIZONTALLY (FOR fl4E 3/8° QUARTER ROUND). 125' IN FROM EACH CORNER WITH ON THE SIDE "S VERTICALLY (FOR ROTH 3/8' QUARTER ROUND & MULLION CAPS: 1.25' FROM EACH END & SIX MORE EQUALLY SPACED 014 THE 4. WFEN ATTACHING TIE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE SIIEKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PM WOOD SCREWS ATTACHING THE JAMBS TO GEIHER AT THE MULUON, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. n/ UMTER ROUNDS SECURED W1►H ITEM 131 TWM /� 123 /44" LONG. ON THREE SIDES I� " 7. WHEN ATTACHING ME NNE TO THE JAMB AND BUCK I ITEM 127, A 110 x 2" PFI SCREW WHEN ATTACHING 0.75 MDT. EDGE THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE REM 114, A 110 x 1 3/4° PFH WOOD SCREW, 01st 8. SPAC1MC FOR REM 149 111E 18 x 1 1/2" PANHFAD SCREW (TRINITY LREFRAME) IS AS FOLLOWS: BOWE LREFRAME FROM THE TOP DOWN VERTICALLY: 3.2r, 18A625, 32.8125°, 47.5825' & 62.625'. CONCRETE/ MASONRY BY OTHERS kik Nor `►r" ° • ' Y NOTE 3 SIT. 4 SEE GLAZING DETAILS, SHEEP 7 SIDEUTE LREFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375' 9. ALIERN4TE CON�NRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON OF TIE ARCHITECT OR ENGINEER OF' RECORD FOR THE PROJECT OF INSTAUATION 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & 1414. USE ITEM 125 WHEN INSTALMO INTO MULUONB. USE REM 119 WHEN DSTAUJNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. SEE NOTE 2 / \\ ON SHT. 4 SEE NOTE 8 ON SHIM 4 00; 5 F � SEE DETAIL 5 ".+��kiki,d' ON SHEET 5 Prepared x 0.250' MAX. SHIM .50' MIN, EMBED. OUILDNO DROPS, mx. Phone: 407- 844 -6957 Fax 407 -644 -2386 •■ d a» 9- 1-0 ECALEt N.T.S. Dxo. B JWJ OHL en S. SAFFELL DM= NO., S -2104 SHEET 4 of �„ 81.25' MAX. 0A. ERR E F1I1TT TYP. 5 SPACES 4N 13.85° 6.00' 74.50" MAX. OA. FRAME %gDni SEE DETAIL 2 ON THIS SHT &00" TYP. - "3.O0' TYP. 12.50' TYP. 1 --� M00' �TYP. TOO 12 25' ' 1 p. 111tE.E ODOR J LSIOWIELANK OR Lru 1231113PALIME SEE DETAIL 4 ON THIS SHT 70.25" MAX. OA FRAME WIDTH 4.50° TYP. 3.00' TYF - 3.00' TYP-i r_ 6.58' r SEE DETAIL 6 '0N THIS SHT. 15 TYP. ON SHEET 4 9.00° TYP. 6.00" TYR •-3.00' TYP. 11 3" SEE DETAIL 4 ON THIS SHT. Jr MIN. C -SINK. • \ AETM 2 - ® HEAD JAMB ASTRAGAL STRIKE PLATE DETAIL 3 - THRESHOLD ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL E DOOR _WIN- I E RE ANCHOR IAG'.110 WEED FROM INTERIOR SEE NOTE 10 \ ON SHEET 4 gtF Jttp ti DETAIL 7 � r�TNTERSINK FOR IVSTALLATION ANCHORS 4 , ✓ +.... lei Ar, s Prepared 8y: ZO in‘ BUILDING DROPS, itit Phone 407- 844 -6657 Fax 407 -644 -2388 gi 41N oti; DRIB. 9- 1-01 + N.T.S. DWG. m m S. SAFFELL Dow NO 5 -2104 weer op_g_ 4.50 3. 3.00' tYP: 3. 1Tn—°' 0' TYP:- 1-- 0O' 7)P DD' TM " TYP.-.- 16.41' Tr. 1-- 13.41' 711 6.00' TY -.00' TY Bill 11 1 1 1 1 e , 1 1 t 1 1111 TYP. _. SEE NOTE 5 ON SHEET 4 SEE DETAIL 8._ ON SHEET 5 I ED J il ou.. 1 1 T 1 1 1 I TYp �I 3. 1YP 7.00" TYP. A ,�' TYF 7nno WO SEE DETAIL 4 ON SHEET 5 SEE DETAIL 3 ON SHEET 8 12110 E 000R WTTH S1D2UT AM 3108 LOCAYI0IS VIEWED FROM INTERIOR 37.75' MU. 0.A rFPrnEDTH1 8,00' _L TYP.D 6 TYP, SPACES 81.25' SEE DETAIL 6 MA1G _T-ON SHEET 5 OA --{ 1 HEIGHT 8.»:D' 1 1 38.828' 8.00' TYP. 74 3 • $INOLE 0008 WAI(OUT SCORES ANCHOR LOCATION$ WEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 Prepared >p f:`) BUSDING DROPS. INC. Phones 407=844 -6687 Feu 407-844 -2388 hi; 1 1,74 1' RN e 1 scar trfs S. SN1FELL D tea 8 -2104 OF EXTERIOR 0.125" MIN. TEMP. GLASS ICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50" GLASS BITE GLAZING DETAILt COL LRE FRAME MOLE PANE 1/8" TEMPERED (MASS SPARTECH POLYCOM PP5530 013 75 "x.50' 0.50" SCEEL GLASS OTTE SEE NOTE 8 ON SHT. 4 GLAZING DETAIL. TRINITY LITE FRAME 1' INSULATED TEMPERED GLASS LUPOY EU -5007 0.125" TEMP. GLAZING DETAIL 2 CLASS 1/2" INSULATED GLASS LUFDY EU-5007 0.125" TEMP. GLASS 0.250" AIR SPACE ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY OL421N0 REQUIREMENTS OUTLINED IN FLT SECTION 2408. m tea Famed Sy: BUILDING DROPS, WC Phonic 407- 844 -9887 Fax 407- 844 -2385 t I k I 1 1 1 1 5, 5 1 W DUE 8 QGtOG.l6 9- 1 -0 IMO N.T.S. ova. en JIM mat. en S. SAFFELL DKAIDD NO.t 3 -2104 aexr L OF-1- • 1.870' w rr 1.670' 1.210' DOOR BQ1TVM RAIL 12 2404 (0.021 STEEL 1.645" 1 0.831' OOx M F»a aAn. M0F x 30' LONG 1.500' 1 1.730° I_[ 1- 408083-T8 ALUM IM 0.624" 1.000' -L 0008 HINGE STILE 13 FINGER JOINTED PONDEROSA PINE WOOD ASTRAGAL HAS TWO 0.3125" 0A x 9' LONG BOLTS; 1 01 TOP, 1 ON BOTTOM 1.025' 0.380 0.530' O 10 ;0MPRESSION NFATHERSRTIP scam Q-LON OD5 650 t 1.670' - O LATT31 S71LE LVL 1.250' 0 0 41 dS7RA I SI A (IMPERIAL 0.123' STEEL) 0.482" 1.000° 1.670° - 11 DOQR TOP RAIL iVL 0.513' TRINITY PLASTIC LTTE KIT MATERIAL APPROVED UNDER NOA #07- 0828.01. 1.109' 1- 1 L0r 1.739'0.675" LJ 10 l --1 1.381" 0.858" 0.585° 1-; 2.137' 1.012 0 0 DOOR LATCH DEAD ®BOLT STRIKE PLATE STEEL WOOD LOCK BLOCK 15 FINGER ANTED PONDEROSA PINE 1 1.042° 1.25o* 1 4.5625' 2.188' --+� 0.750° 0.500° MALMO FINGER JOINTED PONDEROSA PINE 1- 1.750" --I 2.519° ®1° LG. TRIMLY LITE FRAM;; POLYPROP. TRINITY PLASTIC LATE KIT MATERW. APPROVED UNDER NOA 107- 0828.01 0.375° 0.375° O3/8' QUARTER ROI1N0 . DELDE STOP PINE -61 1.375' 402044 z -11* 0.125° /i /i /, iii //. //y 1-1.752 °-4 2.621' _u_ ODL PLASTIC L17E KIT MATERIAL APPROVED UNDER 10A x10- 1209.01 0 0 0 0 J 0.097" l 4.000' MULLION CAP kia STEE Btm PINE (81.25' LONG) O4' x 4" x 0.097' THIL STEEL 4.041" --4 0.562° 4 dip 1 10 0 5 Is woUma4* ant 9- 1 -0 Sous, N.T4. Ina rift JWJ am NI S. SAFFELL DRAWS wo., S -2104 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report of 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com JELD -WEN, Inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Steel/Wood 1 ©7"X 81.25" (Maximum) Prepared For: .1 :LD -WEIR, ' co 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, RE. Florida Professional Engineer # 73778 Date: 05/01/2012 S. ,n C • t P; ��ylti `�� Contents: .9 Installation Details 5- 4 s * :`, 67 NAi.- toes' l'iiititt Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: l am approving this document Florida No. 73778 Date: 2012.05.01 17 :4230 - 04'00' BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL if 73778) for JEW-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use In locations adhering to the 2010 Florida Building Code. See Installation Instructions S -2104, signed and sealed by Hermes F. Norero, P.E. (FL It 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shaft be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product compiles with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non- Impact sidelites do recouire an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5 -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authortza8on: 29578 FL#: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTIA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 fss\ BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type Installation anchors of suffident length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter I7W Tapcon type concrete screw anchors of suffident length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to installation Instructions (S -2304) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design prures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: Date: 05/01/2012 Report No; 2035 Installation Method JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50' 300° 1YP. # 3.00° ? TYP (� 5 7YP. 5 SPACES ?3.05° 16.41" T P. 00' TYP. .00° TYP. 00* TYP..- T+- 13.41° 1W. 1 6.00° TYP. F 3.00' TYP. 1 l f 1 i 1 1 1 T 1 1 1 1 1;1 1 1 1 1 1 Zi k jE ` T 1 1 11 � T I 11 1 - 1 I r 3.00° TYP: ►# #- (L $3.00° TYPE �. } iYF-J 17.00' TYR L J 00° 7YP 3.00' 7.00° TYP. 4.50° 3-00° TW �- t 340° IYP.-°- 6 TYP. 1 5 SPACES 13.85° 11 6.58° f 111 1 1 1 9.00° TYP. 6.00° TYP. -300° TYP 3.00° TYP •I 3.00° TYP- f-• 7.00° TYP. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Florida Building Code Online Busines Professi R• Motion acts Home 1 Log In S User Registration i Hot Topics i Submit Surcharge i Sys A Facts i Publications roduct Approval USER Public User firmdmigArnnage_amli > Niue tn' Aaollman Arch > APPlicatlen List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Mtn, Number or Name Approved for use in HVHZ Impact Resistant Other Page 1 of 1 2010 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine 15129.1 ALL ALL ALL ALL ALL ALL ALL Search Results -Applications FL# him Hanuftcturer FL15129- Revision rinity Glass International 1 S: FL15129.18 Model: r. Fiberglass Door History 8,0 Single Gazed "Non- Impact" Fiberglass Door with 'Won-Impact" !delite or Sidelites - Ouisyring / Inuring Continuous Head and SW Confguratlons OX or XO; OXO) rya Exterior Doors Swirl • ing Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. if la Ldatad Ryan 3. king, Apt P.E. (813) 787- 8283 :: 194D North Monroe gym T hassle m amo ilvttm• 8511 -987 -1824 The State of Florida is an AA/15:0 employer. Coovrtaht 2007 -2010 of Fl�iti : P y_acy Staff Agagggagyskonnot :: got fitallxnent send Under Florida electronic law, mall email tt addresses are public records. If you do not want your e-mail address released in response to a public-records request entity. Instead, contact the office by phone or by traditional mad. rP you have any questions, please contact 550.48 *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dep. with an emall address it they have one. The emalis provide) may be used for official communication with the licensee. However email address public record 11 you do not wish to supply a personal address, please provide the Department with an email address which can be made avail. the public To determine if you are a licensee under Chapter 455, F.S., please dick gem. Product Approwd fr; `SAFE' http : / /www.floridabuilding.org/pr /per app lst.aspx 11/27/2012 GLAZED FIBERGLASS DOOR WITH SIDEUTE or SIDELITE "NON- IMPACT" INSWING / OUTSWING 52417 MAX. OA Rama WON 14.7rMAX. FRAME WIDTH 1. this product has been evaluated and is in compliance with the 2010 iotda 1lufding Code (FBC) shalom! requirements excluding the 'High Veladty Hwricane Zone' (fM1Z). 2. Product ands shaft be as MMJed and spaced as spawn on•detalls. Anchor embedment to base material shaft be beyond wail dressing or stucco.. 3. When used in areas requiring Wind borne debris Protection this product is moulted to be protected with an impact resistant covering that campTesWith Section 1401.13 of the L. i 1/11$ 12 N.T.S. 011 LFS pigook• Ka: a- 15120. 18 or I OtitYPERED GLASS AIR VAct 0 0 .:jilL.J1: 40rE 1. Spodng WWI freppestnivatoikicnkt • • Toponcl,11ottcatz tiqm 001 OrnerAtif centefenti (3.10101) Silt 2" from gptli Corner aild 0403001.3odedtheteafter 110 totaq Arlik 1;. LOA,. tir 0 +` LVL S1111 NO* 1. Spadhafor.,41e WIT* screMeis Os lc Rch..*; • Top and Bot fort Vrom each comer (2 MO). Rd= rfierriaech•earrist and. eaxily. spaced 'hereafter IOW DOOR SKIN: 0.079° MN, Ilk. FIBERGLASS CORE MAIBIAL: POLYURETHANE FOAM 11.11.;i1iLf HOT MELT MOW MOOR UTERLAWE 1 oirprmshit (SEESCRE 11. HMO LIM FRAME rt 1G1MS BYTE 1" 0.A..Tfig MASS ABS or PC ASA valDAMEDposo AIR:RACE GLASS 40000 4. ourtl, VAcetsYstali POLYURENAHE FOAM CORE BOTIONiftAll. ilk fliu. • A 1-1 /4' MIN. EMD ITYP.1 Ns. ft■ ,N:sarifirps' -s jr41 0 0 INTERtOT 41111 :1,1! lit !! EXTERIOR Ark *t7 an 14/4' MN. EMB. (TIN 1. Item #43 • *ex 2=1,4*P111 IMO WIN Pirnb Wei% /0003CP0 C2r,59-1/4", 7240 from ittp-of harm typ. bOgi **ants. 1-1/4" Etati, pr.] 0 INTERIOR le tom 1 INTERIOR EXTERIOR EXTERIOR Ark etto.opparood Ark rrr-, 13 ..0( irfe LFS MOM Mr F1.— 15129 .18 et 41101 guy al$0 CPPOSIO EXTERIOR IMF •:4 • • • e .• • : 4 • .4 • • Mb 1/18/12 SCiat, "14. vat rin Oft ..LFg ORlamta Ntw :FL-45129.18 • talt 1. SWAYS RIM head ofx# s1w ,onb tocxitect r from each end aad on aentsto. Arai f■LY 2X BUCK MASONRY OPENING r---1 ray c . C1toR4NOJ1at' 1. Substaitution or egconcrete anobots•ttom a cliftenontsuppler tnorhave cinerent Gripe distance ond center > tartce tequitements. I concrete anohosboatibes•at the Wen roar bea yf t n' Mftfr! The min: edge . calbritattalnortariahlk if =Weld ar teho' leaattore noted os *MA?tMN mow MObe tzctbdta meItr►t+ tin the rribx adda ersfance to rnorferiehrti, Orecittlentit Catierete may be :wetted to maitre the "MAX Oft ceiTER"dtmetetere are no 3. rtra t R R C . IIW 1/4" 1.1/4" w1/2` 3" ELCO 1/4° 14/4" 1° 2X KICK MASONIV OkiNING •6; 411 —4 HI II II I II II '' III 11 11 111 H u V: MAO 11 11 1111 AMLIAMIIS II II 1111 II 11 1111 II II 11 11 uI Hu 1111 UI 11 II II 1111 1111 FOR RE:ON11 I H 1111 11 1 11 11 HH 1111 11 11 11 11 11 II 1111 11 11 11 11 111 11 11 II U 1111 11 II 1111 1111 1111 11 1111 11 1 II II U H 1!11,411 1S(M Q F1.- t$129.18 j MAN —1-8° 2;11.c' 11171+7 .7.7:4117;;Vir.. ,t40 U2L LL !1L5 1. SU toqcOnc t* anattarS tiOth clifftrant sopa:W=1Y nov afford ridge distance arid centardStanao raoultainants. 2. concrete afeectiortacatkot tit Ihe =Mod may boo:tiusted fa maintain The min. edge distant* to trtortorldnts. oatictota anchor:or:altars motel as MAX. O4 Mtn" tnust be adAsted io mdntof tribe Item edge distcam to montariaink additional Come& ananola tray be ?striated to ensure tho,MAX.. tislaNtledirrnatitionsane et:CeedeCk • ANCHOR , , MSONV :IA 1". 4., MINWARAN TO . iTitit 1 /4". 14/4, • . 2-1ir • :. • OW • • 3/1r 14/4" . .„ 2-1/4" , LI ikial' Head to rgittkftastrnorif `lb to touglahrosot IMMO a a N`) 4.5r. 0 .!;0.1.11dili57." 0 .Aaikihic. I XI? 4.111T scra.0 Nom 0 0 ar 0 0 0 stow, R0sr n00 OW 000 0014 MD JAWS 1,1 II I 1.11 I MIME Wu 1 8/12 mME M.T.S. LFS A FL-15129.1S ! DEET 0 .11:01 INISCIOPOON Avu. mATERIAL$ MAMUAL A .-1X SUCK SG MI OA WOOD 2X BucKsG>ttass WOOD c D 1/4' MAL SHIM SPACE 1 /4.X 24f4' F94 &MOE riWcONcRETE sdiew STEEL E MASONRY -3,192PSI M1N. CONCRETE CONFORMINGTO AO 301 OR HOLLOW BLOCK CONTORMR4GTO ASTM C90 0.tiCROE 1 /4'.X•34/4" RWPFROONCRETESCREW I/4"X31I4tflW PHOOHCITETE SCREW BO X 2-1P0 PFH WS #8)12--1/2*PPH 3/14' X 3-1/4n RW PFH CONCRETE SCREW STEEL itEs. P 3 1/44.x 2-3/4.• nw PFH CONCRETE SCREW. STRIXEJAMB - FINGER-JOINT PINE -SG >ge 042 HINGE JAMB - FINGE10.10911 PINE -SO WOOD MOOD HEAD - RNGER-JOINT PINE-SG >. 042 INSWING THRESHOLD ALUMINUM W/ composrre sthasigATE • WOOD ALUMINUM DOOR BOTTOM SWEEP Ili X 1-1 /4 Pkil DRYWALL sakew OP X 2-1 /4 ' SMS PVC STE13, 12 WEATHER STRIP GIEBD650 CA-LON 1$ 3.983°X et HINGE MIN ovr THICK 19 UKEY STEM PCMEA DEADBOLTSTRIKE NATE 24 1.5! 'AMR STRIKE PLATE Of X $/r PRI WS 1$1mNO HiGI4DAM THRESHOLD ALUMINUM W/ COMPOSTESUBSTRATE X 1 PFH WS ; 4Pr, STM ALUM./ OMP. STEEL Al. TCOMp, 40 41 60n 61 62 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DEARS ROWE PANEL - IRE $OME PANEL PETAL SHEEt FOR CONSTRUCION DETAILS SIDELITE SPACE* -OUTSWIN6 SIDEUTESPACER,-NSWING QUARTER ROUND . PVC PVC • WOOD 63 08 X 2-114°P144 WOOD SCREW STEEL 64 67 X 2' PRI SCREW In' 71 Yrigroil. e loIrr - • MULLIONAASE KIT SAIDA a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 =3 Inspection Number: INSP- 179141 Permit Number: MC -9 -10 -1737 Scheduled Inspection Date: October 01, 2012 Inspector: Perez, JanPierre Owner: MARIE LERICHE, JOSEPH MILIEN Job Address: 561 NW 112 Street Miami Shores, FL 33168 -3317 Project: <NONE> Contractor: RB AIR CONDITIONING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360210930 Phone: (305)216 -7766 Building Department Comments NEW AC FOR FIRST FLOOR AND DUCTWORK Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 151860. 11, ■ September 28, 2012 For Inspections please call: (305)762 -4949 Page 29 of 36 Miami ores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 AUG 1 ri 2011 Permit No. l0 "3-3 4 Master Permit No. Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): 0-6SQL PN t44 1 L I f.A Phone#: 9"$& ~ a7Y--SJ 6 / Address: S C I pJ 14.) 112 S 1 • City: k/t_ i S S Stare: Zip: 3 3/ &,2 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: .S101 (12--S t • City: Miami Shores County: • Miami Dade Zip: 3/ 6 �! Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 146-1 e Address: 6-6-v 114 P6A- . '. t1-03 City: Y4'J state: _ F 0. Zip: 3.3 1' �/ Qualifier Name: �C 7 4— Phone#: C 0 11 ` "7'7 a State Certification or Registration #: CA 7 C . 7/7_6- Cerrtificate of Competency #: —�- Contact Phone #( . L2J4 °- 7d ‘ Email Address:'T(1t)[al`At`4\‘.tea / � ) ® 601" DESIGNER: Architect/Engineer: Phone#: Phone#: ( ) cif C _ / ✓ ;, Value of Work for this Permit $ .3 f �� Footage of Work: Type of Work: OAddress L OAlteration Lew ORepair/Replace Description of Work: ? rei Be e 4 S I t'T'd714,frnk-ft ODemolition **** * * ***** ****** *** ******is *** * * ** %fees ********* *** *** * ** ***s* * * * ** * *** * ***s * ** Submittal Fee $ Pernut Fee $ V l e V CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL pt. NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Tip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ' ' . reinspection fee will be charged. Signature Owner or Agent trument was , 20 1) , by who is pers * 1 . known to me or who 0 NOT Sign: Print: My Commission Expires: PUBLIC: identification and Milo did take an oath. APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of 4, 20 LL, by 1 a t, is personally know wpciiir ad _a_a_a_ — as i' NOTARY P Sign: and wfdAI( itRLIMAI 1 H. �: ? �S Notary Public - State of Florida • My Comm. Expires Aug 13, 2013 Commission # DD 916827 Print: it---'eale f Lidd #JqqG�'� t �1 c My Commissi xpires: J{e/ ** * * * ** * *****************:********* * * *** *** * * * ** ** * ** *** ** **** * *** glans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 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. t c Job Address (where the work is being done): /5( I 5k3.) J� City: Miami Shores Village County: Miami Dade Zip Code: J )(0Y 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 ARI (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 # COND. UNIT MODEL # KW HEAT m uL) NOM TONS AHU CU PKG 1) M.C.A ,�y AHU w"/ PKG AHU CU PKG 2) MAP AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EERISEER YES NO REPLACING DUCTS YES YES NO - REPLACING THERMOSTAT YES N r, YES NO NEW 4°CONCRETE SLAB r' 4 —• YES NO NEW ROOF STAND YES el, YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampaaty (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration N. Certificate of Competency N. Signature (Ctuafflies signature only) Date: BUILDING PERMIT ION FBC 20 Pe i tType: � I C ; j NI AL OWNER: • a Tideholder): JbsepA ) I 1 I f /. phone: VU -2(77 6c 7 ° U/q Address: sl A/ In f /kg-. City: _than 11 OI State: F/& ((la Zip: a` /�tG('1 0 �� Phone#: l �er1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CTION'S PHONE NUMBER: (305) 762.4949 Permit No 0') ' ®T n3-1 Master Permit No. Tenant/Lessee Name: Email: /J/f f JOB ADDRESS: City: Folio/Parcel Ls the Buil CO i .n ' re X 'Ilk ormaiwro oodZon/ CTO Address: City: Qualifier Name: ame: A rub / OS s-%' i.310C.-Pgir55.30 Zip: 3 3 I (.0 Phone# :305 7(p3 -5 I01 tency #: t 1 Y co 1 ,cep DESIGNER: Architect/Engineer: -/ Phone#: Value of Work for this Permit: $ Type of Work OAddress Description of Work: Footage of Work: NS f -i ORepair/Replace C]Demolition .0) 4I* 11 Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ © Permit Fee $ Radon Fee $ T CF $ DBPR ucation Fee $ T Review $ 6 0 4 to U - TO • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will he 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 omise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person perty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site rst inspec '#n which occurs seven (7) days after the building permit is issued. In the absence o c pasted no: e, the will not b; ap i oved art a reinspection fee will be charged. Owner or Agent oing instrument was acknowledged before me this 2® 20 - •. by f \\ (1 1/, - rsonally known to me or who has produced F1 ' 0 Y1 ✓ identification and who did take an oath. Sign Contractor The foregoing instrument was acknowledged befor day of yep , 20.D, by .1 ;tr., ,who is personally known to me or who has produc- t v} tLA cidentification and who did NOTARY PUBLIC: Sign: Print 1,1d V Wish lQ f - t- )I1-t- My Commission Expires: 4********************************************'********** /4'6 r/ #2 /of Structural Review Clerk (Revised 07110107)(Revised 06 /I012009)(Revised 3115/09) MIAMI -DADE COUNTY TAX, COLLECTOR 140 W.FLAGLER T.. R MIAMI 33130 357681 -7 BUSINESS NAME / LOCATJON RB AIR CONDITIONED. INC 2530 W 78 ST 33016 HIALEAH. 2010 LOCAL BUSINESS. TAX RECEIPT 2011 MIA MI DADE; COUNTY STATE OP FLORIDA EXPIRES SEPT 30, 2011 MUST Be DISPLAYED AT PLACE OF BUSINE PURSUANT TO COUNTY CODE CHAPTER - ART 3&-1'0 THIS IS NOT A BILL - DO. NOT PAY RENEWAL REcon ml 373777 -3 STATE# CAC057175 C-1 OWNER RB AIR CONDITIONED INC Sec. Type Of Business 196 SPEC MECHANICAL CONTRACTOR THIS IS ONLY A LOCAL - • NOSINESS TAX RECEIPT. IT DOES- NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING- LAWS OF THE COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER PERMIT FOR ANY OTHER 7� NOT A cERTIRCCAAiION O THE HOLDERS OUAUFICA- MONS. PAYMENT RECEIVED MDA COLLECTOR: COUNTY TAX COLLECTOR R:. 07/09/2010 60040000019 000045.00' SEE OTHER SIDE FIRST - CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S. 1 DO NOT FORWARD RB AIR CONDITIONED INC FERNANDO FERNANDEZ PRES 1314 W 83 ST `HIALEAH FL 33014 hiltiiittal lttiiiiiTi lii�ttflittiifiiittii� :! uil ilsilf#4'iil 1110072300 SS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 wri5ti Inspection Number: INSP - 181613 Permit Number: PL -9 -10 -1739 Scheduled Inspection Date: November 15, 2012 Inspector: Hernandez, Rafael Owner: MARIE LERICHE, JOSEPH MILIEN Job Address: 561 NW 112 Street Miami Shores, FL 33168 -3317 Project: <NONE> Contractor: CASTELLON PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360210930 Phone: 305 -553 -1490 Building Department Comments NEW PLUMBING 1 ST FLOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 181578. REINSPECTION FOR INSP- 181098. CREATED AS INSP- 180858. CREATED AS REINSPECTION FOR CREATED AS REINSPECTION FOR INSP- 179186. REINSPECTION FOR INSP- 179142. CREATED AS INSP- 151870. see list CANCELLED BY ERICK NO ACCESS 12:00 CREATED AS REINSPECTION FOR INSP- 179402. CREATED AS REINSPECTION FOR November 14, 2012 For Inspections please call: (305)762 -4949 Page 25 of 30 f " ti Miami Shores Village Building Department °� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 yy BUILDING Permit No. ' _ y -1 PERMIT APPLICATION Master Permit No. FBC20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): © S e' ,I!J M. :Ye ?? Phone#:C%b'� 2n- ,s',6-‘� Address: S1/ ,v / / 2. s f,P, City: "/a -N1( Shnp ss State: %C !, Zip: 3 3 / .‘P Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: ,mil / /7/1.1./ // Z . /1e 4' €/ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: (7.4..c /e //D p /Aa . C. /t/ . Phone#: 0784) Z .S" S— — S WS— Address: ggil ff/ 4/jet' /3 D & ///2 to el city: M ; 4 ®A �4 R de vs. state: 1-7/01.. . zip: 230/6> Qualifier Name: �7 // a /o/D �,a S fp ��Z Phone#. ( Dt -) 3Zp - /6 /7 State Certification or Registration #: C�= C- O/ 9 e .S f Certificate of Competency #: Contact Phone#: N-6) ,s-''- S`/ 9 S` Email Address: C ,c /'//l. 4/4 A3 idt AtorD . DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 3/260, Square/Linear Footage of Work: / 141% 17)-141-- Type of Work: DAddrAesss OAlteration ONew n epair/Replace ODemolition Description of Work: /�' fW PO4,131/72 f ,S'?- chf-- . irx 6t4, 4( 4 (i) Submittal Fee $ JPermit Fee $ 22d CCF $ CO /CC $ Scanning Fee $ L Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Dou 1e Fee $ Structural Review $ TOTAL FEE NOW DUE $ ,,1 I p_ f Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WET.T.S, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occu seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be i prayed a reinspection fee will be charged. be Signature ...Jeff Signature Owner or Agent The foregoing instrument was ackno ged before this 2/ day of z:9 , 4/1,20 , by MN/ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ** ************ ***** ** 4WD APPROVED BY Contractor The foregoing instrument was acknowledged before me this 2 / day of & Gel,. • , 20 /0, by G• C /e/hG -, , who is personally known tpit elor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: I L! Print: /5e7977 / e. aoaao: =.,at% BEATRIZ A. BURGOS My Commission Expires: yi r * MY COMMISSION # DD 638250 EXPIRES: April 7, 2011 -0� ®F won. Bonded Thar Budget Notary Services *,b,k***** ** ** ****Q, ****$e******** *** x** ******,teQ,: is ,g,t<*** *** * **aP*,A*,k,T<,K*** 2 `"11'( ( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 05/10/2009)(Revised 3/15/09) FROM :CASTELLON PLUMBING CORP FAX NO :305 558 1617 Jul. 08 2011 02:12PM P1 CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD/YYYY) 9 29 201 • PRODUCER A &D ALL -LINES INS ASSOC INC 5600 SW 135 Ave, Ste 106 m3.amx r.0 305 4- -6781 INSURED CASTELLON PLUMBING CORP. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 9841 NW 130 ST. HIALEAH GARDENS, FL 33016 305 -- 558- -1 17 INSURERS AFFORDING COVERAGE INSURER k NORTHPOINTE INSURANCE ,C0 . INSURER H: INSURER C7 NAIC# INSURER D; IN URER E; COVERAGES 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 ISSUE() OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR� WORD TYPE OP 1N$U)W90P POLICY NUMBER DATE(MM DD /YYWr GATE(MI /DDYIW?I LIMITS A GENERAL LIABILITY) � 8090010835 10/29/10 10/29/11 EACH OCCURRENCE _ 0 0, 0 0 0 X COM1dERCfAL GENERAL 11ABILrW CTAMA PREMISES PREMI (Eei occulence) 5 100.000 -. .. 1 CLAiMSMADE � OCCUR MEO @WP' (Any one parson) $ 5 000 — PErtaONAL&ADVINJURY GENERAL AGGREGATE , ...1.,O Q,000 S 2,000,000 S 2 0 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER —I PRODUCTS - COMP/OP AGO POl10Y n EOT I j LOC , , AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea occident) • BODILY INJURY (Par pefOOrl) S BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANYAUTO AUTO ONLY - EAACCIDENT $ 6 OTHER TI LW EA ACC AUTO ONLY: AGO $ EXCESS / UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE AGGREGATE S :. • DEDUCTIBLE RETENTION $ i$ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY wit ANY PROPRIETOR/PARTNER/EXECUTIVE r-1 OFFICER/MEMBER EXCLUDED? Wandatery 1n If yea, describe under SPECIAL PROVISJONS below - • j WCWATU• IOTH. �„,t,TORT.1- J,IT,;S•�, ..IES.. E.L. EACH ACCIDENT �.. ... —�, $ E.L. DISEASE. EA EMPLOYEE $ EL, DISEASE , POLICY LIMIT 6 f)PM/1PTIAM OTHER no ADCDATIAMO /1 APATIAoe r•rcu,n, • cn . c...., , ,r...........�-_ _.. _.. _- ._- _ _ ___ S PLUMBING CONTRACTOR ' • CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES 10050 NE 2 AvENVE MIAMI SHORES, FL CANCELLATION SHOVED ANY OF THE ABM DESCRIBED POUp5$ SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE IsSU1NS INSURER wILL, ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO GO ;HALL JMFO;E NO OBLIGATOR OR LIABILITY or ANY •UPON TOO INrUNBR, as pctNYB OK REPRESENTATIVES. Ar` ' !El @ 1958 -2009 ACO' rORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AUTHORIZED REPRESENTATIVE ACORD25(2009/01) Charlie Crist Governor (A super septic) 7701 W 18 Ln Hialeah, FL 33014 RE: Contingency Letter Application Document No: Centrax Permit Number: OSTDS Number: 561 NW 112 St Miami, FL 33168 Lot: 174 AP940136 13 -SC- 1006874 October 26, 2069s Ana M. Viamonte Ros, M.D., M.P.H. State Surgeon General Block: 5 Subdivision: West Shores Dear Applicant: This will acknowledge receipt of an application dated 10/22/2009 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. There is no increase in sewage flow, no change in characteristics compromising the integrity or function of the system. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use.. This permit is granted for a remodeling job that will have no impact on the unobstructed area. If you have any questions on this matter, please call our office at (786) 315 -2444. Enclosures cc: Sincerely, Joseph Piverger, Engineer Specialist II COpy.M►ami -De el th �p�pa�ment /ar Miami -Dade County Health Department 11805 SW 26 St, Miami, FL 33175 Phone: (786) 315 -2444 Fax: (786) 315 -2090 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 l 0-1---3ti Inspection Number: INSP- 178890 Permit Number: EL -9 -10 -1738 Scheduled Inspection Date: September 25, 2012 Inspector: Devaney, Michael Owner: MARIE LERICHE, JOSEPH MILIEN Job Address: 561 NW 112 Street Miami Shores, FL 33168 -3317 Project: <NONE> Contractor: FINETECH INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360210930 Phone: (305)267 -3785 Building Department Comments NEW PLUMBNING Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 5-"Or September 24, 2012 For Inspections please call: (305)762 -4949 Page 29 of 30 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 561 NW 112 Street Miami Shores, FL 33168 -3317 Owner Information JOSEPH MILIEN MARIE LERICHE Address Parcel Number 1121360210930 Block: Lot: 561 NW 112 Street MIAMI SHORES FL 33168- Applicant JOSEPH MILIEN MARIE LERICHI Phone CeII Contractor(s) FINETECH INC Phone CeII Phone (305)267 -3785 (305)216 -6364 Valuation: Total Sq Feet: Type of Work: ELECTRICAL Additional Info: Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $2.40 $3.37 $3.37 $0.80 $225.00 $3.00 $3.20 $241.14 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -9 -10 -39041 10/04/2011 Credit Card $ 191.14 $ 50.00 09/30/2010 Credit Card $ 50.00 $ 0.00 $ 3,250.00 120 Available Inspections: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in comp! Ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the profer 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 wor :. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com )liance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Octo 3er 04, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy October 04, 2011 )ate 1 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 BUILDING PERMIT APPLICATION FBC 20 Permit No. 10 —133 Li Master Permit No. Permit Type: Electrical OWNER: Name (Fee Sim Titleholder): - ae 4PA % ° a ti Phone #:$10 °%47--J 5-479 Address: 5624 11 Z S City: a iltilai State: TII Zip: Tenant/Lessee Name: AV A- Phone #: Email: JOB ADDRESS: s-6 s a Yi1 fa S ✓ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: f I s 2-1 3 G -6 21 -05 s 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: P"j` bV€ Lk. D,"C.. • Phone #: Address: 6 `0 % v w / lg. 7' 6.7—r City: eltr4 ' State: FL Zip: B3 (gee . Qualifier Name: N v ti SQN Phone #: -3©S'' Z 4 7-37(2 • S* tifieation or Registration #: �C.. (3 o a Z.C• O 8' Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 3,ocoP" Square/Linear Footage of Work: Type of Work: ❑Address °Alteration UNew 1 ISIRepair/Replace Demolition Description of Work: E p,,,, Fiti5%` g(0 ******** * * * * *** * * * * * * * * * * * * * * * * * * * * * * ** Fees*** y** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * 7// Submittal Fee $ Permit Fee $ 223-;-8' e' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4� ` \ "1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature O er or Agent The foregoing instrument was acknov��p al fpre me this' day o % ,201/ ,by�.� r .. �� 1--t � l., who is personally known to me tv 1;t \ r� �e� As idennf1 io . ,� Aoiddd t�cEan oath. • TA T E bF,\.\`` s i NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature i ntraetor The foregoing instrument as acknowledged before me this ??O day of 4 , 20 \ by who is personally known to me or who has produced �+.�f as identification and who did take an oath. Ssz "CZ°— Z V —o NOTARY PUB C: Sign. Print My nEx'!RES July 22,2015 Kan 193 FIaldallotarySenta.aom * * * * * * * * * * * * * * * * * ** ***************************************************** * * * * * * * * * * * * * * * * * * * * * * *** * * * ** 2'a' I< -M Plans Examiner Zoning APPROVED B Structural Review (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) Clerk CERTIFICATE OF LIABILITY INSURANCE DATE 09 /13 /10/YY) PRODUCER Insurance Marketing Network 501 N. Krome Avenue Homestead, FL 33030 Phone (305)248 -5000 Fax (305)248- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ®ACORD CORPORATION 1988 INSURED Finetech, Inc 6102 SW 14th Street Miami, FL 33144- 1 INSURER A: Colony Insurance Company IlruV H' INSURER B: Aequicap Insurance Company 1 INSURER C: INSURER 0: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDDIYY) POLICY EXPIRATION DATE (MMIDDIYY) LIMITS A GENERAL LIABILITY SCP0708441 02 09/21/10 09/21/11 EACH OCCURRENCE 1,000,000 5 II ® 1 3EN'L COMMERCIAL GENERAL LIABILITY PREMISES DAMAGE (OF_a occurence) 100,000 1 CLAIMS MADE v OCCUR MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG 1,000,000 POLICY • PROJECT • LOC B ❑ AUTOMOBILE LIABILITY al ANY AUTO COMBINED SINGLE LIMIT (Ea accident) ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ BODILY INJURY (Per person) HIRED AUTOS ❑ NON OWNED AUTOS II BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ANY AUTO OTHER THAN EA ACC • AUTO ONLY: AGG ❑ EXCESS/UMBRELLA • ❑ • LIABILITY EACH OCCURRENCE OCCUR • CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION $ B WORKERS EMPLOYERS' LIABILITY COMPENSATION AND ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER! MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WC07079432 09/21/10 09/21/11 • We STATU- • OTH- TO Y LIMITS ER E.L. EACH ACCIDENT 100,000 E.L. DISEASE - EA EMPLOYEE 100,000 E.L. DISEASE - POLICY LIMIT 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS ®ACORD CORPORATION 1988 Miami Shores Village 10050 NE 2nd Ave. Miami- Springs, FI. 33138 SHOULD ANY OF THE ABOVE DESCRIBED PO EXPIRATION DATE THEREOF, THE ISSUING 10 DAYS WRITTEN NOTICE TO THE 1ES CANCELLED BEFORE THE S Rf� WILL ENDEAVOR TO MAIL E FICATE HOLDER NAMED TO ' OSE NO OBLIGATION OR LIABILITY STS 0..(2 J7gPRESEN,TATIV.ES.._ . ...__ THE LEFT, BUT FAILURE TO DO SO SHAL I OF ANY KIND UPON THE INSURER, ITS •. 1 AUTHORIZED REPRESENTATIVE ®ACORD CORPORATION 1988 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 SANCHEZ, LUIS FINETECH INC 6102 SW 14TH STREET WEST MIAMI FL 33144 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 STATE OF FLORIDA AC# 4965009 DEPARTMENT OF BUSINESS.AND PROFESSIONAL REGULATION EC13002008 05/17/10 098162220 CERTIFIED .ELECTRICA'L.CONTRACTOR SANCHEZ, .IiUI.9 :r, • " FINETECH= IS CERTIFIED under the provisions of Ch.489 FS Expiration date: AUG 31, 2012 L1005170065.b. AC# 4965009 STATE OF FLORIDA DEPARTMENT OF BUSINESS, PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS:; L LENSING BOARD SEQ# L10051700656 DATE BATCH NUMBER LICENSE NBR 05/17/2010 098162220. EC130;0200.8 The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter`p" Expiration date: AUG 31, 2012, SANCHEZ, LUIS FINETECH INC` 6102 SW 14TH STREET WEST MIAMI FL 33144 CHARLIE CRIST GOVERNOR .. DISPLAY AS REQUIRED BY LAW CHARLIE LIEM INTERIM SECRETARY MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY 538337 -7 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 562138 -9 FINETECH INC STATE# EC13002008 6102 SW 14 ST 33144 WEST MIAMI OWNER FINETECH INC Sec. Type of Business THIS Is 196A ELECTRICAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADS COUNTY TAX COLLECTOR: 07/26/2010 60030000488 000045.00 SEE OTHER SIDE CONTRACTOR WORKER /S 1 DO NOT FORWARD FINETECH INC LUIS SANCHEZ PRES 6102 SW 14 ST WEST MIAMI FL 33144 111 I I III IIIIIIIIIIIIII IIIIIiIIiilIhI Ii,IiIIiIIIIIlIiidip E? SE CLASS E 2, LUIS S.a 6102 4i 1 3- MAMt, fLs 331+144 ,.. Dm D 244972' sail 0 424 1 ;:- 02..: XKt,0%) t 40442 0(bM ✓,, 41 4 C¢ 6t VehICb Cv.144 ,r , e01,516,0 drly ti0b06ty 1481 1 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder)- 3-0Csffil-i RA 111 Phone#: ‘,0Permit No. 'r Master Permit No. Address:56 MA) /as r. City: la MAA. I State: Tenant/Lessee Name: Phonet Email: Zip: JOB ADDRESS: S N,( IA) (12' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes CONTRACTOR Company Name: Address: S.CtO Itfoxkok 110 City: NO Flood Zone: State: Zip• r&-Cf211 Qualifier Name: -71-11C.4.*Y..r* Phonet elak-)zg2..1-r4D State Certification or Registration #: Er- 1.-O " nr4.G.- Certificate of Competency #: e.,C-, MDZEBIC Contact Phone# 9f4E4) (ink - la)1 Email Address: 71irscra2f(VtiA. Q_, QlhelczA . COM DESIGNER Architect/Engineer: IV V Phone#: Value of Work for this Permit $#701)..15.- Type of Work: IZIAddress CIAlteration Description of Work: _Abetzd fA-11-617/4 '(- Square/Linear Footage of Work:- /17/47firr 7e/re-i 131Prew EKepair/Replace DDemolition i- etopl ?remove. ,0 0461thr-iin ***************************************Fees*****T************************************** Submittal Fee $ Permit Fee $ 7-5/610 CCF 7 $ CO/CC $ Scanning Fee $ Radon Fee $ No Training/Education Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ � Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AlaIDAVIT: 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 promise in good faith that a copy of the notice of commencement and cons whose property is subject to attachment. Also, a certified copy of the recorde for the first inspection which occurs seven (7) days after the building permi inspection will not be 'roved aF' a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was acknow • 7 day of 20 by estimat ction lien notice of co 's issued value exceeding $2500, the applicant must brochure will be delivered to the person ncement must be posted at the job site the absence of such posted notice, the Signature ra/� � — =�\ The foregoing instrument was = 1, +w ged before this ®/ , day of 20 ,� y , who is personally known to me or who has produced as identification and who did take an oath. NOTARY, UBLIC: who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Structural Review (Revised 07 /I0/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk COUNTY it-'MAY E 1 5 ziliZ BUILDING CODE COMPLIANCE OFFICE CCO e o a m e m ®® PRODUCT CONTROL DIVISION ) NOTICE OF ACCEPTANCE (NOA) Metals US Bi fig Products LLP MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov J under the applicable rules and regulations governing the use of construction materials. Milted has been reviewed by Miami -Dade County Product Control Division and accepted r d Appeals (BORA) to be used in Miami Dade County and other areas where allowed by g isdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Enforcer 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05-MEU-0002, titled " Enforcer 0.050" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Engineering Express, dated March 09, 2007, last revision dated May 15, 2008, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 b ' TERMINATION o materials, use, product, for with an code negatively affecting the performance of this product. 0 1 occur after the expiration date or if there has been a revision or change in the e . or • the product or process. Misuse of this NOA as an endorsement of any y other purposes shall automatically terminate this NOA. Failure to comply shall be cause for termination and removal of NOA. e NOA number preceded by the words Miami -Dade County, Florida, and followed by y be displayed in advertising literature. If any portion of the NOA is displayed, then it shall irety. ON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 6,/) /too 8 ths/zo/Z afrz NOA No. 07 -0320.07 Expiration Date: 06/19/2013 Approval Date: 06 /19/2008 Page 1 Metals USA Building Products LLP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 MEU 0002, titled " Enforcer 0.050" Aluminum Storm Panel ", sheets 1 through 3 of 3, prepared by Engineering Express, dated March 09, 2007, last revision dated May 15, 2008, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on Uniform Static Air Pressure Test, Loading per TAS 202 -94, of 0.050" aluminum storm panels, prepared by Certified Testing Laboratories, Report Numbers CTLA 1541W, W -1 through W -4, dated July 28, 2006, signed and sealed by Ramesh Patel, P.E. 2. Test reports on Large Missile Impact Test, TAS 201 -94, and Cyclic Loading Test, per TAS 203 -94, of 0.050" aluminum storm panels, prepared by Certified Testing Laboratories, Report Numbers CTLA 1541 W -5 through W -10, dated July 28, 2006, signed and sealed by Ramesh Patel, P.E. 3. Test reports on Large Missile Impact Test, TAS 201 -94 of 0.050" aluminum storm panels, prepared by Certified Testing Laboratories, Report Numbers CTLA 1541W- 11, dated July 28, 2006, signed and sealed by Ramesh Patel, P.E. 4. Correction to Test reports CTLA 1541W-5, W -6, W -7, W -8, W -9, W -10, & W -11, prepared by Certified Testing Laboratories, dated August 04, 2006, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor calculations, dated March 09, 2007, pages 1 through 43, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Revised calculations for Anchors, dated June 25, 2007, pages 1 through 20, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 3. Revised calculations for Anchors, dated May 16, 2008, pages 1 through 26, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Certified Tensile Test Report issued by Certified Testing Laboratories, Report Numbers CTLA 1541 W, dated July 05, 2006, signed and sealed . by Ramesh Patel, P.E. E -1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0320,07 Expiration Date: 06/19/2013 Approval Date: 06/19/2008 j)�I� /his AFR DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 6860 NW 75th Street Medley, FL 33166 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 PERA - •Pmduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FWS -300" Aluminum ]Horizontal Sliding Window - N.I. APPROVAL DOCUMENT: Drawing No. W11 -54, titled "Series FWS -300 Alum Horiz. Sliding Wdw. (N.I.)," sheets 1 through 7 of 7, dated 11/15/11 with revision A dated 02/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and fe swing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEW Wr Aha1I be considered after a renewal application has been filed and there has been no change a building code negatively affecting the performance of this product. this NOA will occur after the expiration date or if there has been a revision or change e, and/or manufacture of the product or process. Misuse of this NOA as an endorsement for sales, advertising or any other purposes shall automatically terminate this NOA. Failure with any section of this NOA shall be cause for termination and removal of NOA. RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and owed 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 consists of this page 1 and evidence page E-I, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, F.E. 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.$ovlperal proud yI/s7.ao,z NOA No. 11-1206.01 Expiration Date: March 08, 2017 Approval Date: March 08, 2012 Page 1 Pino's Window Corporation. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11 -54, titled "Series FWS -300 Alum Horiz. Sliding Wdw. (N.I.) ", sheets 1 through 7 of 7, dated 11/15/11 with revision A dated 02/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of a series FWS 300 aluminum horizontal sliding window, glazed with 3/i6" ann. and temp. glass, and 'A" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6630, dated 10/03/11, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-- Farooq Corporation, dated 11/18/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and of no financial interest, dated 11/18/11, signed and sealed by Javad Ahmad, F.E. 2. Test Proposal issued by BNC, Product Control Section, dated November 17, 2010, signed by Manuel Perez, P. E. G. OTHERS 1. None. E -1 I Manuel i6u, , P.E. Product Contro." miner NOA No. 11-1206.01 Expiration Date: March 08, 2017 Approval Date: March 08, 2012 8° MAX. HEAD /SILL CORNERS 74° WINDOW WIDTH 13 1/2° MAX. HEAD /SILL. 9° MAX 1 1* II II ii 10 MTG. STILES '— • 0- 0/7 _ �-� v ii 11 =L- -mac == d 11 II II 11 11 II 1 1 FALSE MUNTINS (SURFACE APPLI MAY BE USED ®) Iv 1 SERIES FWS -300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE HORIZONTAL SUDING WINDOWS, ALSO COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI --DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO SIthL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 8° MAX. HEAD /SILL CORNERS 9° MAX. MTG. STILES 111 1/4" WINDOW WIDTH 13 1/2° MAX. HEAD /SIU. TYPICAL ELEVAT1ON$ li - ii II u 1 1* II II ii = — == It ==== ,.fl 211 zt_E, D J 11 II I II II it 33 1/2° D L OPG. 37 1 /8" VENT WIDTH WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE I-IVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 33 1/2° D.L. OPG. 33 1/2° D.L. 0P0. 37 1/8° VENT WIDTH MONOLITHIC GLASS NON IMPACT 1 2 4 5 drawing no. W11 -54 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOW DIMS. A ANCHORS TYPE 'A' & '6' ANCHORS 'A' ANCHORS 'B' 3/16° ANN. 01.89 1/4° ANN. GLASS 3 /18° TEMP. GLASS 3/16° TEND. GLASS WIDTH HEIGHT EXT.( +) INT.(-) EXT.(+) INT.( -) EXT.( +) B4T4-) EXT.( +) TNT.( -) 28 -1/2° 37" 53 -1/8° 74° 28° (2) 4 68.7 125.0 88.7 125.0 88.7 125.0 68.7 125.0 4 66.7 125.0 86.7 125.0 68.7 125.0 66.7 125.0 6 88.7 125.0 68.7 125.0 66.7 125.0 66.7 125.0 8 68.7 120.8 58.7 125.0 88.7 125.0 86.7 125.0 28 -1/2° 37" 83 -1/8° 74° 4 68.7 125.0 68.7 125.0 88.7 125.0 68.7 125.0 38 -3/8° (3) 4 86.7 125.0 88.7 125.0 68.7 125.0 68.7 125.0 6 66.7 111.2 88.7 125.0 88.7 125.0 66.7 125.0 8 66.7 81.5 68.7 106.4 68.7 125.0 88.7 125.0 26 -1/2° 37° 53-1/8° 74° 50 -5/8' (4) 4 88.7 125.0 68.7 125.0 86.7 125.0 86.7 125.0 4 68.7 96.8 68.7 125.0 68.7 125.0 86.7 125.0 6 68.7 74.7 66.7 99.6 66.7 116.2 66.7 118.2 6 62.3 62.3 66.7 81.5 66.7 88.8 88.7 98.8 26 -1/2° 37° 53' 74° 63" (5) 4 88.7 99.2 88.7 125.0 66.7 125.0 88.7 125.0 4 88.7 74.5 66.7 99.3 68.7 112.1 66.7 112.1 6 56.1 56.1 88.7 74.8 88.7 84.9 88.7 84.9 6 45.0 45.0 60.0 80.0 86.7 75.0 86.7 88.8 24° 38" 48° 60' 72' 24 (2) 4 68.7 125.0 88.7 125.0 88.7 125.0 68.7 125.0 4 68.7 125.0 88.7 125.0 68.7 125.0 68.7 125.0 4 66.7 125.0 88.7 125.0 88.7 125.0 68.7 125.0 6 86.7 125.0 86.7 125.0 68.7 125.0 66.7 125.0 8 68.7 125.0 65.7 125.0 86.7 125.0 68.7 125.0 24" 38" 48" 80" 72° 38° (3) 4 68.7 125.0 86.7 125.0 68.7 125.0 68.7 125.0 4 66.7 125.0 68.7 125.0 86.7 125.0 68.7 125.0 4 86.7 125.0 68.7 125.0 68.7 125.0 68.7 125.0 8 66.7 108.0 88.7 125.0 68.7 125.0 68.7 125.0 8 68.7 89.7 66 :7 117.8 66.7 125.0 68.7 125.0 24° 38° 48° 60° 72" (4) 4 66.7 125.0 86.7 125.0 66.7 125.0 68.7 125.0 4 68.7 105.5 86.7 125.0 65.7 125.0 88.7 125.0 4 66.7 85.8 66.7 114.3 66.7 125.0 68.7 125.0 8 88.7 74.8 68.7 99.8 68.7 118.2 66.7 118.2 6 86.7 68.6 86.7 88.4 68.7 109.7 86.7 109.7 24° 36" 48° 80" 72° 4 86.7 114.3 68.7 125.0 68.7 125.0 68.7 125.0 4 66.7 80.7 86.7 107.8 68.7 121.9 88.7 121.9 60' (5) 84.3 64.3 86.7 85.8 68.7 97.6 88.7 97.6 6 54.9 54.9 66.7 73.2 66.7 83.8 66.7 83.8 6 49.0 49.0 65.3 85.3 66.7 75.3 68.7 75.3 A m NO. OF ANCHORS PER HEAD & SILL () N0. OF ANCHORS PER JAMB 3/16" ANNEALED GLASS OR 1/4" ANNEALED GLASS 3/18" TEMPERED GLASS OPTIONAL GLAZING DETAIL SIUCONE GE 2800 DC 899 N TE: G S CAPACITIES ON THIS SHEET ARE ED ON ASTM El 300 -04 (3 SEC. GUSTS) D FLORIDA BUILDING COMMISSION D CLARATORY STATEMENT DCA05- DEC -219 Engr: JAVAD AHMAD COAL FLA. PE Q_ 70592 C.A.N. 3538 :EB 27 2012 EAO th de Nmdaot .(� 1110 drawing no. W11 -54 (sheet 2 of 7 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A ANCHORS TYPE 'A' & 'B' ANCHORS 'A' ANCHORS 'B' 6/18° ANN. GLASS 1/4" ANN. GLASS 3/16° TEND. GLASS 6/18° TENS GLASS WIDTH HEIGHT EXT.( +) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.( -) 74° 108 -1/4" 111° 5 7 88.7 125.0 66.7 125.0 88.7 125.0 88.7 125.0 9 66.7 125.0 66.7 125.0 68.7 128.0 88.7 125.0 9 68.7 121.7 68.7 125.0 88.7 125.0 66.7 125.0 74" 106 -1/4° 111° 38 -3/8" (3) 7 68.7 115.3 86.7 125.0 66.7 125.0 88.7 125.0 9 68.7 86.3 86.7 112.8 66.7 125.0 68.7 125.0 9 88.7 81.9 66.7 106.9 66.7 125.0 66.7 125.0 74° 108-1/4" 111° 50 -b /8° (4) 7 88.7 78.4 68.7 104.6 86.7 121.7 86.7 121.7 9 63.6 63.8 68.7 84.6 66.7 100.4 68.7 100.4 9 82.3 62.3 68.7 81.8 66.7 98.8 66.7 98.8 74" 108 -1/4° 111° 83 (5) 7 59.3 59.3 88.7 79.0 88.7 89.6 68.7 89.8 9 48.2 48.2 81.8 81.6 68.7 75.0 66.7 70.5 9 45.0 45.0 60.0 60.0 68.7 75.0 66.7 68.8 72° 64° 98° 108° 24° (2) 7 66.7 125.0 86.7 125.0 66.7 125.0 68.7 125.0 9 66.7 125.0 68.7 125.0 66.7 125.0 68.7 125.0 9 68.7 125.0 66.7 125.0 68.7 125.0 68.7 125.0 9 66.7 125.0 88.7 125.0 66.7 125.0 66.7 125.0 72° 84° 96° 108" 36° (3) 7 66.7 125.0 66.7 125.0 66.7 125.0 68.7 125.0 9 66.7 118.5 88.7 125.0 86.7 125.0 68.7 125.0 9 86.7 101.6 86.7 125.0 68.7 125.0 86.7 125.0 9 88.7 90.1 66.7 118.4 88.7 125.0 68.7 125.0 72" 84" 88" 108° 48" (4) 7 88.7 85.8 86.7 114.3 68.7 125.0 86.7 125.0 8 68.7 77.8 68.7 103.8 68.7 122.4 66.7 122.4 9 68.7 72.4 86.7 96.5 86.7 114.7 66.7 114.7 9 86.7 68.8 88.7 88.8 86.7 109.7 66.7 109.7 72" 84° 96° 108° 80" (5) 7 64.3 64.3 66.7 85.8 88.7 97.8 66.7 97.6 9 57.5 57.5 66.7 76.7 86.7 87.6 68.7 87.6 9 52.6 52.6 88.7 70.2 68.7 80.5 66.7 80.5 9 49.0 49.0 65.3 65.3 68.7 75.3 68.7 75.3 A = NO. OF ANCHORS PER HEAD & SILL ( ) m NO. OF ANCHORS PER JAMB (1/38) 4 (1/3W) (1 /3w) 4. OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF XOX SIZES) WINDOW DIMS. A ANCHORS TYPE 'A' & 'B' ANCHORS 'A' ANCHORS 'B' 8/18" ANN. GLASS 1/4" ANN. GLASS 3/16° TEMP. 61.922 3/18" T864'. GLASS WIDTH HEIGHT EX1.( +) INT.( -) EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) 74° 106-1/4' 111° �2) 7 66.7 125.0 66.7 125.0 66.7 125.0 86.7 125.0 8 66.7 82.8 88.7 121.5 66.7 125.0 88.7 125.0 9 68.7 79.4 66.7 117.0 88.7 125.0 66.7 125.0 74 ° 108 -1/4° 111" -3/6" (3) 88.7 86.8 86.7 113.5 66.7 125.0 68.7 125.0 9 60.8 60.8 68.7 78.0 66.7. 125.0 66.7 125.0 9 57.5 57.5 68.7 73.9 66.7 125.0 88.7 125.0 74° 80 -5/8" (4) 7 85.5 65.5 66.7 85.0 66.7 116.8 86.7 118.8 74° (5) 7 48.4 48.4 83.9 83.9 88.7 85.2 66.7 85.2 72° 84° 86" 108" 24° (2) 7 86.7 125.0 66.7 125.0 66.7 125.0 88.7 125.0 9 68.7 121.1 66.7 125.0 66.7 125.0 88.7 125.0 9 86.7 104.4 66.7 125.0 66.7 125.0 86.7 125.0 9 68.7 94.1 66.7 125.0 86.7 125.0 66.7 125.0 72° 84° 96° 108" 36" (3) 7 66.7 94.1 68.7 124.3 88.7 125.0 68.7 125.0 9 86.7 82.4 68.7 107.3 66.7 125.0 66.7 125.0 9 68.7 71.4 88.7 92.8 88.7 125.0 66.7 125.0 9 61.4 61.4 86.7 80.1 88.7 125.0 86.7 125.0 72° 84° 96° (4) 7 68.7 71.2 66.7 92.8 86.7 125.0 86.7 125.0 9 63.6 83.6 68.7 80.6 88.7 123.0 68.7 123.0 9 55.8 55.8 68.7 89.9 88.7 1183 88.7 118.3 72° 7 52.5 52.5 66.7 69.8 88.7 93.1 86.7 93.1 A N0. OF ANCHORS PER HEAD & SILL ( ) e NO. OF ANCHORS PER JAMB (1/49) 4 (1/29) (1/49) 4. OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 --DEC -219 V z F; 1 1 e fi drowing no. W11 -54 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 Aar 1 n8 l i IBY WOOD BUCK a 0 J d e 4 IS • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE "A' 5/16" DIA. ULTRACON BY 'ELCO' (Fu -177 KS. 6..155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,1/4" DI DRIWNG, SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 MIAMI —DADE COUNTY APPROVED II It i I MU SFNPARATENON ANCHORS I I� �I TYPICAL ANCHORS FFOR ACING TYPE 'B' 1/4" DIA. ULTRACON BY 'ELCO' (Fum177 KSI, Fy-155 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. •OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -5/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS re v 3000 PSI MIN. C-90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: WI = 1 -7/8" X 3/8" WEEPHOLES AT 8--3/8-. FROM EACH END Env: AVM AHMAO. CIVIL FLA PE.# 7_0592 '. ICAN. 3838 0. 2 8 l � 1 OHIO < J drawing no. W1 1-54 sheet 4 of 7 VENT WIDTH 1 /4" SLUM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPRING TYPICAL ANCHORS SEE ELEV. FOR SPACING v IBY . WOOD SUCKS EXTERIOR WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NCA TYPICAL ANCHORS SEE ELEV. FOR SPACING EFur drawing no. W11 -54 (sheet 5 of 7 .41 ;4 1.290 RAIL ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/R2MARBS 4_ U . `�`� •- r9 zd. 0. 2.695 1.0131 _I 1 FWS -022 1 FRAME HEAD 8063 -T8 - 2 FWS -028 1 FRAME SILL 6063 -78 - 1.250 Z R O !�� u. 2G u 8 a g g W 4 '8 II 4, gi O a l 0 3 FWS -018 1 FRAME JAMB VENT 8083 -T8 - - 0 VENT °- 1.250 TOP /BOTTOM 4 FWS- 1 FRAME JAMB FOX. 1X!83 -T8 - 1,875 I 5 FWS-025 1/ VENT IIXED RAIL 8063 -T5 - .!- J 6 FWS -024 1/ VENT VENT MEETING RAIL 8083 -T8 - 7 FWS -018 2/ VENT TOP AND BOTTOM RAIL. 8083 -T5 - 0 - 1.250 FRAME HEAD 8 FWS -023 1/ VENT JAMB STILE 8063 -T5 - 1.785 .082 9 - OPTIONAL. CLAM BEAD ALUMUNUM ROLL FORMED 10 FWS -015A 1 3 -t /2° LONG SILL TRACK INSERT 8083 -75 AT FOXED RAILS ONLY 12 - 2/ VENT CAM TYPE SWEEP LOCK ZAMAK AT 13 -7/8" FROM ENDS 14 RH -2500 2/ VENT ROLLER HOUSING & GUIDE PLASTIC M&M PLASTICS 1.11 1.383 - �� 1.250 1.813 17 FWS -075 AS RECD. BAFFLE NYLON M &M PLASTICS 18 #8 X 1 -1/4° AS READ. FRAME/VENT ASSEMBLY SCREWS CRS PH. SMS 19 #8 X 3° 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 21 0 -205 AS REQO. BULB W'S RIPPING FLEX PVC - 0 1.250 JAMB STILE .825 3.037 .625 2.250 22 823211163 AS REDO. WOOLPILE WSTRIPPING - ULTRAFAB OR EQUIV. NOES FWS-3 ALUM MORE SWING WOW. (Ni)J1) PINO'S WINDOW CORP. 6860 N.W. 75TH STREET MEDLEY, FL. 33166 TEL. (305) 888 -9946 FAX (305) 888 -8079 25 - 1/ VENT 5/18° BOX SCREEN - OP110NAL 1.758 .082. SEALANTS; 1.785 1.875 ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AND BOTTOM OF FIXED MEETING RAIL SEALED WITH CLEAR /ALUM COLORED SEALANT. 2.895 1.082 F-- 20 FRAME SILL © MEETING 1.160 RAIL 094 1.454 2.085 0� r ' Jams sou 3ONVNO ON uohtluo69P 1111 1.438 �C 1,1 ?dam .PII- FI-1.440-4 0 FIXED MTG. RAIL 10 SILL TRACK X11111 olluuu 1.807 - .750 2.789 .082 2.789 .062 - 1 , '--• .g. ti •` k t Emu: JAa MAO F CPN• w562 FEB 1 1 2 7 2012 AF1arIBelAlci WED6e T 0 FRAME 1.375 JAMB (VENT) drawing t1O. 1 W1 1 -54 I1 1° -1.375 a0 FRAME JAMB (FIX) -,-7, M I sheet 6 of 7 ) VENT TOP /BOTTOM CORNER$ FRAME TOP CORNER AXED MTG. RAIL CORNER drawing no. W11 --54 sheet 7 of 7 ) MIAM�D�ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.maimidade.2ov/buildin2code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 6' -8" Outswing Premium Fiberglass Door— N.I. APPROVAL DOCUMENT: Drawing No. JW022006, titled "6' -8" Outswing Premium Fiberglass Door ", sheets 1 through 10 of 10, dated 09/26/06 with revision B dated 05/02/07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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. APPROVAL of this NOA shall be considered after an approval 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. sl-asp nippry_ ---t1 _ 1 o/1 NOA No 06- 1130.08 Expiration Date: June 07, 2012 Approval Date: June 07, 2007 Page 1 ,jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JW022006, titled "6' -8" Outswing Premium Fiberglass Door ", sheets 1 through 10 of 10, dated 09/26/06 with revision B dated 05/02/07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI- 63492.01 - 301 -18, dated 06/16/06, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Surface Burning Characteristics of Building Materials as ASTM E- 84-97 A, 2) Test Method For Ignition Properties of Plastics, Procedure B, Short Method as ASTM D 1929 -91 along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No. ITS- J9900660 -001, dated 04 /08/99, signed and sealed by Frederick D. Curkeet, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 04 /16/07, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Component NOA No. 06- 0411.01 for "Premium Fiberglass Door Skin with PURfiber ", approval date 08/17/2006 with an expiration date 08/17/2011. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated November 02, 2006, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory compliance letter for Test Report no. ATI - 63492.01 - 301 -18, issued by Architectural Testing, Inc., dated June 20, 2006, signed and sealed by Joseph A. Reed, P.E. G. OTHER None E -1 Jaime i . Gaston, P. Chief, Product Control Division NOA No 06- 1130.08 Expiration Date: June 07, 2012 Approval Date: June 07, 2007 PREMIUM FIBERGLAe DOOR OUT-SWING BB UP-LRE GLAZED (NON OAPA01 GENERAL NOTES 1. 11415 PRODUCT 15 DESIGNED TO MET THE 2004 FLORIDA BUILDING CODE AND HVHZ REQUIREMENTS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUT ItJtb ARE REQUIRED 5. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS PRODUCT 0065 NOT MEET THE WATER REQUIREMENTS UNLESS PROTECTED BY AN OVERHANG COMPLYING TO FBC SECTION 4410.2.3.2.1 (Common all frame conditions) Poor Leaf Construction: Face sheets: Fiberglass avg. mkt. yield strength Fy(min.) =6,600 psi Skin - 0.065° nominal Care design: Expanded Polystyrene foam core, with 1.0 to 1.25 lbs. density by Jeld -Wen s r r The panel skin is constructed from a p,0 5 nom na Ibe lass akin. The panel face sheets are pitied to a wood bottom mil and LVL top roil & sties. In the double door application the inactive door is fitted with an extruded aluminum astragal (Endure) of 6063 -T5 alloy. Panels are sandwich glazed using a two piece 001. (Thermofit- P6- 30F140391) Ste frame. Glazing consists of two 0.125° tempered panes separated by o 0.25° air space. The lite frames are wet glazed on the tnterlor and exterior sloe with Dow 1199. Refer to details 2 & 10 on sheet 3 o surface bolts Sidfefite Construction• Panels are sandwich glazed using a two piece ODLermofll- P6- 30FM0391) lite frame. Glazing consists of two 0.125° tempered panes separated by a 0.25° air apace. The lite frames are wet glazed on the interior and exterior side wlth Dow Coming 1199 sealant. See sheet 6 for details. Frame Construction: The frames are constricted of finger Jointed pine jambs measuring 4 -9/16° x 1 -1/4'. The head Jambs are mortised and butt oined to the side Jambs, and attached with three (3) 160A, 7/16' crown x 2° long staples on each side. The Endure threshold is attached to the side Jambs with three (3) 16GA 7/16° crown x 2" long staples on each side. TABLE 1 DESIGN PRESSURE RATING NOT QUALIFIED WHERE WATER INFILTRATION IS REQUIRED AU. DOUBLE D00RS MUST HAVE 2 SURFACE BOLTS 6a ASTRAGAL POSITIVE • (PSF) NEGATIVE (PSF) SINGLE (X) +60.00 -60.00 DOUBLE (XX) W/0 SURFACE BOLTS +40.00 -40.00 DOUBLE (XX) W /(2) SURFACE BOLTS (ACTIVE PANEL) +55.00 -55.00 DOUBLE DOOR W/ SIDELITES & (2) SURFACE BOLTS (OXXO. 0)00 +55.00 -55.00 SINGLE DOOR W/ SIDELITES & (2) SURFACE BOLTS (0X0. OX) +55.00 -55.00 • SEE NOTE 7 UNDER GENERAL NOTES 37.75" MAX. FRAME WIDTH 36" MAX. rPANEL WIDTH VOCT - 105.625" MAX. OVERALL FRAME WIDTH 36.75" MAX. PANEL WIDTH I W/ ASTRAGAL 36" MAX. PANEL WiDTH a 2 • -MAX. INACTIVE \ ACTIVE F 15.5" MAX. SiDELITE FRAME WIDTH 14" MAX. SiDELITE PANEL WIDTH 7.0" MAX. D.L.O. ) L REF. DETAIL 2, SHEET 3 SINGLE OUT -SWING UNIT (X) DOUBLE OUT -SWING UNIT W /SIDELITES (OXXO) INTERIOR VIEW INTERIOR VIEW TABLE OF CONTENTS SHEET # DESCRIPTION 1 ELEVATIONS & GENERAL NOTES 2 ELEVATIONS 3 VERTICAL CROSS SECTIONS - DOOR PANEL 4 VERTICAL CROSS SECTIONS - SIDELITES 5 HORIZONTAL CROSS SECTIONS 6 HORIZONTAL CROSS SECTIONS 7 ANCHORING LOCATIONS & DETAILS 8 ANCHORING LOCATIONS & DETAILS 9 COMPONENTS 10 BILL OF MATERIALS ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 8 RNSCIa PER IOUs - awe A P!R MAY ME SO4 REVISION Apiaoved as complying with the Florida t control Date NOM 88 t 10 Eric S. Nteleen Flory P. E No. 4132.3 1535 Cogswell Street. 5ulte C25 Rockledge. Florida 32955 FOPS Cwtxbak of AAtlwehotbn NO. 28835 JELD -WEN, INC. (541) - 882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 11160, 6' -8" OUTSWING PREMIUM FIBERGLASS DOOR ELEVATIONS & GENERAL NOTES REAM elk PER tut 9/26/06 Plow 321A21.1780 Fax 321.880.1780 JW022006 SHEET 1 of 10 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 74.5" MAX. OVERALL FRAME WIDTH 36.75" MAX. PANEL WIDTH W/ ASTRAGAL REF. DETAIL 2, SHEET 3 DOUBLE OUT —SWING UNIT (XX) INTERIOR VIEW - 68.75" MAX. OVERALL WIDTH- 36" MAX. -- PANEL WIDTH 15.5" MAX. SIDELITE FRAME WIDTH 14" MAX. " MAX. 1 z PANEL WIDTH ,��" ��I� 7 D.L.O. • w W • = Z W O J M _i W p ¢ W a • oo cK 0 0 o w M TT 0 SINGLE OUT —SWING UNIT W /SIDELITES (OXO) INTERIOR VIEW .Applovad as complying we 9m WItuideBudlding Coda Date 007 9 Onx Attend emmaaSm7w0 By 5/8107 Erie S. Nielsen 9 REVISIONS PER MYtl OAS 6/02/Ol 7K Florida P. E. No. 41323 FTC. LLC A PER 19N9 DOE 3/9/67 ES 1535 Cogswell Street, Suite C25 m REVISION DATE 51' Rockledge, Florida 32955 RIPE O.dI9eots of Authorization N6. 25835 JELD —WEN, INC. (541) -882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 6' -8" OUTSWING PREMIUM FIBERGLASS DOOR ELEVATIONS PREMED 9n CAN: SAM sato N.T. P16. US R Pt<ro 321.980.1789 Far 321.880.1788 DATE' 9/26/06 S. owa W022006 SEEM B 2 of 10 SEE NOTE 2 SHEET 1 SEE NOTE 2 SHEET 1 e 1.75" MIN. ■I". 1 1/2" gym`_ MIN. EMB. 0 "a e r1/4" MAX. SHIM p 4_ r/. VA ■I J! 1 0 ON THIS SHEET 0 g in 1.00" SEE DETAIL 1 SEE DETAIL 10 FOR SURFACE BOLT ON THIS SHEET INTERIOR EXTERIOR 1/4° MAX. ' SHIM 80" MAX. PANEL HEIGHT SEE NOTE 1 SHT. 7 FOR SPACING 1.75" NOMINAL PANEL THK. 0.065" NOMINAL '625" SKIN THK. r 1.75° MIN. VERTICAL 1 1/4" MIN. EMB. 1.75" MIN. 3" MIN. EDGE DISTANCE 1 1/2" MIN. EMB. SEE NOTE 2 SHEET 1 SEE NOTE 2 SHEET 1 CROSS- SECTION DOOR PANEL IN WOOD SUBSTRATE COUNIEFSNK DI HEAD SEE DETAIL 1 0 ON THIS SHEET S w SEE DETAIL 2 FOR SURFACE BOLT ON THIS SHEET SEE DETAIL 10 FOR SURFACE BOLT INTERIOR EXTERIOR SEE NOTE 1 HT. 7 FOR SPACING 1.75" NOMINAL PANEL THK. 0.065" NOMINAL 80" MAX. PANEL HEIGHT .625" 1.00" 1.75" MIN. 3" MIN. EDGE DISTANCE VERTICAL CROSS- SECTION DOOR PANEL IN MASONRY / CONCRETE SUBSTRATE DETAIL 2 SURFACE BOLT 1 1/4" MIN. EMB. Apim,ut as c6mplyiagw4L the Date 2ooJ Hoods • NO lade OB Di 137 8 WARM PER mA1s - OWE A P131 UAW EKE 6/69/67 I8 9/8/67 09 SYM REVISION DATE BY spa Ede S. Florida P. E. No. 41323 PTC, t1C 1535 Cogswell Street, Suite C25 Rockledge, Florida 32955 POPE Certificate of Authorization NO. 25935 JELD -WEN, INC. (541) -882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 > 6' -8" OUTSWING PREMIUM FIBERGLASS D00R VERTICAL CROSS SECTIONS - DOOR PANELS PAD 8Y, ORM: SAM WE' 9/26/06 N.T.S. oO03 JW022006 SHEET, MOM ]9,.690.1768 Fax sn.w1789 fir. B MOM 3 of 10 P10star KC IJC 1/4 MAX. SHIM 1 1/2"" fMIN. EMB. 1.75" MIN. 81.5" MAX. OVERALL FRAME HEIGHT SEE DETAIL 1 ON SHEET 3 INTERIOR SEE NOTE 1 SHTm 7 FOR SPACING 1 1/4" MIN. EMB r1/4" MAX. SHIM 3" MIN. EDGE DISTANCE 1.75" MIN. • SEE DETAIL 1 ON SHEET 3 81.5" MAX. OVERALL EXTERIOR FRAME HEIGHT 80" MAX. PANEL HEIGHT x1.25" tl 1.75" NOMINAL PANEL THK. 0.065" NOMINAL SKIN THK. 1 1/2" MIN. EMB.— 1.75" MIN. VERTICAL CROSS - SECTION SIDE LITE PANEL W/ WOOD THRESHOLD IN WOOD SUBSTRATE SEE NOTE 2 SHEET 1 SEE NOTE 2 SHEET 1 1.25" INTERIOR EXTERIOR SEE NOTE 1 SHEET 7 FOR SPACING 0.065" NOMINAL SKIN THK. 1 1/4" MIN. EMB.— 3" MIN. EDGE DISTANCE VERTICAL CROSS - SECTION SIDE LITE PANEL W/ ALUM. THRESHOLD IN CONCRETE / MASONRY SUBSTRATE 1.75" MIN. B RFA90os PER •1146 - DOOE A PER NINO IKE SYM REVISION 6/02/07 IR 3/6N7 88 CATE SY Edo S. Nielsen Florida P. E. No. 41323 PTC, 1.14 1535 Cogswell Street, State C25 RocWedge, Florida 32955 FHPE certificate of Aetmxaea+ PM 25835 80" MAX. PANEL HEIGHT Approvedr mp1 8wthth" Florida Miami D. By JELD -WEN, INC. (541)- 882 -3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 T°LE, 6' -8" OUTSWING PREMIUM FIBERGLASS DOOR VERTICAL CROSS SECTIONS — SIDE UTES Pl"AlsD SAM oAros 9/26/06 N.T.S. ant JW022006 1aY1 Pilaw 321.680.1788 Fax 321.880.1788 17ee 0 4 of 10 P1.iff./ PR: LLc -1.75" MIN. SEE NOTE 2 SHEET 1 HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK, TYP. SINGLE DOOR IN CONCRETE / MASONRY SUBSTRATE .4c Y oF zw 1 1/4" MIN. EMB. 1/4" MAX. SHIM SEE DETAIL 1 ON SHEET 3 0.065" NOMINAL SKIN THK. _0.065" NOMINAL SEE NOTE 1 SKIN THK. ON SHT. 7 FOR SPACIN EXTERIOR SEE NOTE 1 ON SHT. 7 FOR ACING EXTERIOR HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK, TYP. IN CONCRETE / MASONRY SUBSTRATE 1/4." MAX. SHIM 1 1/4" MIN. EMB. INTERIOR -1.75" MIN. 0.065° NOMINAL SKIN THK. SEE DETAIL 1 ON SHEET 3 _0.065" NOMINAL SKIN THK. 1/4" MAX. SHIM 1/4" MAX. 1 1/2" MIN. SHIM EMB. SEE NOTE 2 SHEET 1 SEE NOTE 2 SHEET 1 INTERIOR SEE NOTE 2 SHEET 1 1 1/2" MIN. EMB. ASEE DETAIL 1 ON SHEET 3 1/4 MAX SHIM ORIZONTAL CROSS SECTION T LATCH JAMB TO BUCK, TYP. SINGLE DOOR IN WOOD SUBSTRATE O� zw in SEE ^• ° DETAIL 1 ON SHEET 3 1.75" MIN. - SEE NOTE 2 SHEET 1 HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK, TYP. SINGLE DOOR IN WOOD SUBSTRATE 3" MIN. EDGE DISTANCE PER Ylala — DVE 0,8w07 M a PER 128 D10E SY1 REVISION 3/e/07 w DATE BY S7$1, JELD —WEN, INC. (541) -882 -3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 Edo S. Nielsen Florida P. E. No. 41323 PTC, LLC 1535 Cogswell Street. Suite C2S Roeldedge, Florida 32955 AWE Certificate d Authorization NO. 2503e 7121 6' -8" OUTSWING PREMIUM FIBERGLASS DOOR HORIZONTAL CROSS SECTIONS PREPARED 011 �`" SAM °"'E' 9 /26/06 Iw.` N.T.S. owo JW022006 PIC. LLC FWD SNEED 5 of 10 Rose 391.800.1789 Fax 321.8001789 B HORIZONTAL CROSS SECTION AT SIDELITE SEE NOTE 2 SHLEI 1 ®m 0 m SEE NOTE 2 ik 11111g_ SHEET 1 NNW SEE DETAIL 1 SHEET ON 4 m HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB HORIZONTAL CROSS SECTION AT ENDURA ASTRAGAL, TYP. Zd ESIERIQB 1.75" MIN. 1 1/2" MIN. EMB. _3" MIN. EDGE DISTANCE 1 1/4" MIN. EMB. M SEE NOTE 1 ON SHEET 7 FOR SPACING AciNE a ¢,.. 0 m ® e SEE DETAIL 9 TOP & BOTTOM ON SHEET 8 SEE NOTE 1 SHT. 7 FOR SPACING SEE OTE 3 TOP & BOTTOM ON SHEET 7 aci 0 EXTERIOR y!�'I 1.75" MIN. SEE DETAIL 1 •N SHEET 3 HORIZONTAL CROSS SECTION AT SIDELITE TOP & BOTTOM 0.065" NOMINAL_ SKIN THK. HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB INTERIOR 0.065" NOMINAL_ SKIN THK. 8 REMMONS PER 19e1Y — a6UE A PER MfaI wag SYM REVISION a /cyw VC JELD -WEN, INC. (541) -882 -3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 naE 6. -8" OUTSWING PREMIUM FIBERGLASS DOOR HORIZONTAL CROSS SECTIONS Florida Eric S. P. E. No.441323 �� ARM, SAM DA1Er 9/26/06 PRIMED VA 3/1/57 ® 1535 Cogswell Street, ee Suite C25 �•� N.T.S. Rockledge, Florida 32955 r. L1 PATE BY PAPE Certificate R7 Out arindice N0. 25131 Phan. 327.890.178E Fm, 321.890.1789 0022006 B 6 of 10 • SEE DETAIL 3 ON THIS SHEET SEE DETAIL 4 & NOTE 2 ON THIS SHEET N DETAIL 4 HEAD CORNER DETAIL 4 6" MAX SEE DETAIL 11 .¢. 8" :T . ON SHEET 8 74.5" SEE DETAIL 5 ON THIS SHEET DOUBLE DOOR ANCHORING LOCATIONS INTERIOR VIEW NOTES: 1. SPACING FOR ITEM #24 ( #8 x 1 1/2° TEK SCREW) IS AS FOLLOWS: TOP & BOTTOM; SIDELITE (2) SCREWS 3° IN FROM EACH CORNER. DOOR PANEL (2) SCREWS 3" IN FROM EACH CORNER, & (2) IN THE CENTER SPACED 5.75° O.C. SIDES FOR 80TH; (8) SCREWS 6.5 °, 16.375 °, 26.25 °, 36.125", 46 ", 55.875', 65.75° AND 75.625° FROM THE BOTTOM OF THE LITE FRAME. 2. THE HEAD JAMBS ARE JOINED TO THE SIDE JAMBS USING (3) 7/16" CROWN x 2° LONG WIRE STAPLES. 3. CORRUGATED NAILS (QTY 10) ARE EQUALLY SPACED ALONG BOTH FACES OF THE MUWON. DETAIL 5 (SILL) EXTERIOR .5" GLASS BITE INTERIOR EXTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP STEEL INTERCEPT SPACER 0.125" TEMPERED jGLASS 1 0 25" AIR SPACE ill -11 at / SEE NOTE 1 ON THIS SHEET 0.125" TEMPERED gti GLASS ci ODL GLAZING DETAIL INSULATED CLASS UNIT PER CURRENT NOA SEE DETAIL 7 ON SHEET 8 In E6 3" SEE DETAIL 4 & NOTE 2 ON THIS SHEET I— #� F--3" TYP. —1 6" TYP. 68.500" co SEE DETAIL 1 3" MAX. ON SHEET 8 (.) SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS INTERIOR VIEW DETAIL 3 (TOP /HEADER) INTERIOR EXTERIOR THROWBOL,T STRIKE PLATE MOUNTING. DRILL 3/8 ASTRAGAL RETAINER BOLT HOLE THRU HEADER /MASONRY x 1 -3/8" DEEP F Ianm =tidying with ds Date NOA5 Miami Dada ay REASONS PER —WOE A pm WJi dos SYM 8 /02/O7 M 318/07 89 RE 85N DATE BY 570/C7 Erlo S. Nielsen Florida P. E. No. 41323 1535 Cogswell Street. Sane C25 Rooldodge, Florida 32855 FBPE WHIM* of Authorization Na. 203$8 JELD —WEN, INC. (541)- 882 -3451 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 " 6' -8" OUTSWING PREMIUM FIBERGLASS DOOR ANCHOR ELEVATIONS & DETAILS _ IMO MM ° 9/26/06 �>/tir N.T.S. mask JO22006 atv B 7 of 10 Phone 321303.1333 Rog 321.690.1703 (SEE DETAIL 3 ON SHEET 7 + +a. ••'� 8" 7YP. 6" TYP. 4" 7YP. 3" TYP. SEE DETAIL 4 & NOTE 2 ON SHEET 7 a SEE DETAIL 6 ON THIS SHEET DETAIL 7 STRIKE PLATES TO JAMBS SEE DETAIL 5 ON SHEET 7 DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS DETAIL 99 THRESHOLD CORNER DETAIL DETAIL 9 FASTENER SPACING ENDURA ASTRAGAL SEE DETAIL 7 ON THIS Li? SHEET 11•1 to P •1 8" TYPO SEE DETAIL 6 ON THIS SHEET �8" TYP- -+ g 53.804" CO SINGLE DOOR ANCHORING LOCATIONS DETAIL 6 HINGE DETAIL DETAIL 8 STRIKE PLATE TO IMPERIAL ASTRAGAL 4.5625" IMAM 0 0 Iii ,,0 00 , 1 1 =n N APPrl'ed as complying with the Florida Date ./ 4t, Missal Dads e REAMS PER KWa — oAOs A PER floe W9E STU REYISfON 8/5/o1 Ti( 3/8/07 t@ DATE BY 1-$40 5 f$ 7 Edo S. Nielsen Florida P. E. No. 41323 1535 Cogswell St eet. Suite C25 Rockledge. Florida 32955 PIPE Cer*Rtmte of Au9roduHw, No. 29838 none 3E1.R90.1768 Pa 391.890.1795 JELD -WEN, INC. (541) -882 -3451 3737 IAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 TM./ 6. -8" OUTSWING PREMIUM FIBERGLASS DOOR ANCHORING LOCATIONS & DETAILS • SAM X• 9/26/06 N.T.S. JW022006 tat P1.� P1C. DA B 8 of 10