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SUBMITTED PAPPERS
r� FICE USE ONLY BP #: F SECTION To yt -s �j� RANGE ' 1,�E "SL7 MAP NO. Il'01-S �f ZONING LAND USE ,'1� 1 v� LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # ' 1' FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER p SEWER pt� SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLTT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBI BLD PARKS IMPACT IMPACTFEE ACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL RDA CREDIT Y N LAW ENF IMPACT ACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF _ NON -CONFORMING MISCELLANEOUS d ,7 SUBS REQUIRED ELECTRIC _V GAS PLUMBING, LOT OF RECORD -� FEES! DATE SENT TO ADDRESSING; REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED ,IP. DATE COMPLETED 1a�5 INITIALS — - — OFFICE USE ONLY: DATE FILED _0 g,�� PLAN REVIEW FEE: RECEIPT NO.: L PERMIT NUMBER: V CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: �/ l ' O !/ (p� ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACC D ,E oLy e� v t St. Lucie County Building and Zoning2300 Virginia Avenue /7'7 F�oR�o SCANNED Ft. Pierce, FL349821-5652 BY 772-462-1553 St. Lucie County mMz4 . APPLICATION for BUILDING PERMIT /YOC- CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION V J I. LOCATION/SITE ADDRESS: n3gQ J 2. PROJECT NAME (-i 1 r�o(� c� !ii • tC k SITE PLAN NAME: aZODB 2erO II 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): LOT I� ,t Akf V lnd 4,nal Park.", Ll ul,'A 1 5. PLAT BOOK 1� 6. PA �2 �GE NO. 7. BLOCK NO. —aL__V 8. LOT NO. LbICLCi C.o 9. PARCEL SIZE (ACRES/SQ FT.)!p t -4b-s LOT DIMENSIONS: ;39--Ew 10. COMPLETE DES RIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Z?IerlDr [� D fl? rn A, le, 0 nA TeAtau (llVL�6t1L5 [PaM0V2 Ott 9QfQAP aK n1 RIGHT SIDE: LEFT SIDE: N �� [ON INTERIOR RENOVATION 7 INDUSTRIAL 15. SF. FT I st FLOOR: ail O C/ mie County reserves the right to question and/or modify the indicated filar types of construction activities. If the value is $2500 or more, a J-w- �- OWNER (INFORMATION / NAME: 1 bmo, 0, t-LL' 1/ ADDRESS: I5S O 7DN=�Q6yhk t)Y, ' 1 f CITY: NYC-,QkPCr(,V_ STATE: _9L ZIP: 3`t 9`h9 PHONE (DAYTIME): (900) g is 50170 Email: Tom 712X'OA • COm IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_) STATE: ZIP: v CONTRACTOR INFORMATION ST. of FL REG.CERT #: C-LC Q, 669-TA -1 ST. LUCIE COUNTY CERT #: c2 S BUSINESS NAME: S�hI 1 �tAL�(�XQ1fS_ tt )L QUALIFIERS NAMME` ! R. ADDRESS: �)() _.�tJ�in. �A ��DAq.� CITY: \LM C GR Yl I q ppQ STATE: ��.--. ZIP: PHONE (DAYTIME): l.!_L�) 51104 -1.9 FAX NO119 ' i79-7 WEmail: ARCHIT/EN ADDRESS: WED ED ?)ear -k) (rroe �7 PHONE (DAYTIME): �O /' ��/ 02 BONDING COMPANY ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: iL ZIP: 32%01) '7'la - `119 -&IgLl STATE: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. --------------------------------------- / MIP OWNER OR CONTRACTOR SIGNATURE l i 7 I-u uK�9 zR STATE OF FLOR)D COUNTY OF a. LI_CLp The foregoing instrument was acknowledged before me t--his� day of�,B'lfil%l&420C__ by l OIVL J UAkA_ ' who is personally known or has produced STATE OFIV1 COUNTY OF The foregoinginstrumentwas acknowledged before me this Ooi�f� day of `P 41X/t; 20�, by ` " �<�r'1 l ( 7 who is personally known or has produced as identification. �q as identification. tG4 C 11.L/�LtISA Sigefatur�oQ I$6ta �W �01 Vv Sign. lure of y ' I Commission No. !%] (,JA%HY LEINGANG Commission No. ID 5Al b9 (Seal) ^ailYOOlmmihssbn ESlate a�ig Florida, 2010 KATHYLEINGANG COmr fission No. DD54407 Nary PObIw - Slate of Flodda My Commission Exp. Juno 2I2010 COmmissionNo.D - NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. EDWSN M. FRY, Jr., CI-F?F OF THE CIRCUIT COURT — SAINT LUCIE c—��1,1 FILE 0 32091315 OR B(. 'f042 PAGE 1464, Racorded 12/35/2ooe ;4:01 Fm AMR R[[pRmNn'ALMLIN TM rERA1,TNI�MN@, . NOTTCF.ON COMMENCF.MNT Ths a Wanigned herby given nmke Itat imrynvemenl will To n1a,1a 1a Midi, had pmpeny, uW in aemNanre wish ChApla 713. Pl-dda RWlncs thefollu iag infvmnlmn is pmovidad in 11¢Notice nl rnmmeMemenl. L DM 7. 0)YNR 714MA7'I M WJre.s] TAX FOLIO NUMOER:,L�a SOI oo39eoo-o inbred in pe.peny d. Nam and Wares offer simple titleholder(Ifudly U,an awner) � A COMRALTOR'SNA ADDRIM AND PITONS NUMBER: Sr.�-1\: E7,IL�1aanS Tore. Illy-1.1 Sir \L4ro burl PL� ia4tao S.S()R 'SNAMr ADDRF--,S AND PIIONRNUMBER AND BOND AMOUNT: )UOY)f 6. LENDMINS NAME. ADDREW AND MONBIVUMBER: If 7. Perot wllhln The Slue of Flalda da1guanni by One. erepun wbom sailed; wadmire scunum s my be serval An pmvidal by Sedivn 713.13 (1)(R) 7., FIDd& Station: NAnU:ADD kES9nr1U PI I ON t N M 0 Z11 I Set llji t31�r1c !Lai]r•.I11Ai-1'l S'E i�a rD'8erubAA G(.33gfo0 4s 9 11. In nddlll0n la nllttletf Of hermlL Owm:r dnlgnalm dmfallowingto arrive a copy of the l-iman sNmira m pmviAut la SWimm 711.11111(bL Plnrida SWtam: f � .I —r� � �� p�"' p :!,>-NL', AUUw59ANU P110NB NUMoeUe �,c11n��,3lYD}�}��sO_,{y��rryayy oop—����03��'l 9.Espannl tran dale ofnotice of rnrne0eamenfblmesphnlan Cluele I yrnrImin Ili UaR AlIrwD�G1 rasa dUrtrevr daft)s apaci6W) ,_,Tft_ 510nanme war rdnl Ne.oeand rmrldr Slgaatary's TlddOf ita, Owner's Authorized DmRerl trade mermar/Mmeen Slatenrmnrldn _ Conmy of0 Min l�imeyg,a�' ,gimuum n! was ncWowledgcd befum me this flay of �JL��'m'«i/•-- ,IBA. by Ri1LL1:"kA, SI-. _ _- as IN. ofpenon) (Type ormilhuoty...e.g. Own", vfBmr. k.:mem, aoumey In ram For�pQ7LLr1M. 2uofl _ (Nome of pnUyn hahalfof wnwd hnlmnWlt re: a¢nvW) renutWty Enownwrpradured the following typenf N:—� Ca"mpg' aylley dNFlOonea (hinie�o ft Pu d (SI wn nfl libllc +:+ Cahlneelin o,D0pAy" Under prnillin of perjury, ) drolam dent I lave (red the foregoing and that the felon In It are min to the bM of my loa viedge and belief reaction SIM S.Flaaldn Statute.). Slenntuurre(l) of Owner(() ur Omudds)• Amilaurled DOIcedDlrecmdrarboar/Managerwho rlgncA Rhove: Y , ...m,awilt... ' STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY THAT TH 4� TRUE AND C099ECT00 OFTH J o ORIGINAL. r D IN Y,-JR : -E gee — — rw By o , • Q,o Sr A� 6 Date: PD cl fN �CiR COON y ��O �4� @�C �0 449 '4 9 OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT NUMBER: - NI I • Qaw RECEIPT NO_: 700;?— ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY ITY DE BUILDING & ZO1 G 2300 VIRGNIA AVENU FORT PIERCE, FL 34982-5 •462-155.3 . APPLICATION FOR BUILDING PROJECT riFOR-NIATION I. LOCATION!SITE _ ADDRESS: 5yo')s % /vQV� i 2ji 51 G 2. DETAILED DESCRIPTION'S OF REVISIONS: C4Aiyhr,0 dri 3. CONTRACTOR INFORMATION.: ST. OF FL REGJCERTm ST. Li CIE COUNTY CERT.= BUSINESS NAME: 4 h(u,T 1�7�s1 �0�iz �/LL Qualifiers Name: C 1$G f� Lit-! /i - ADDRESS: t / TLt �7— CITY: //"O_2S� �L-j STATE: L . ZIP -- PHONE (DAYTI}IE): ^772 .)Cn`7''`f QS`7 FA_X # 77 Z —77f'- 745�zh. a. ARCHIT/EtiGINEER:./ lti AME: /y ADDRESS: CITY: i&jn IF2r_a,/-I- .a STATE: ZIP: PHOlE-(DAYTIME): -- F-AXtt �'� ..� ': f. et V i; a _ J f MIMI E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ML1MI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 315-2908 NOTICE OF ACCEPTANCE (NOA) www.buBdinacodeonline.com T. M. Window and Door 601 N. W. le Ave Pompano Beach, Florida, 33609 SCOPE: This NOA is being issued under the applicable Hiles 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 wherq allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated belo uct Control Division ,(In Miami Dade County) and/or the AM (in D the right to have this product or material tested for quality assur es. o terr perform in the accepted manner, the manufacturer will incur the xp , s t 'u ediately revoke, modify, or suspend the use of such product or I 'c e s the right to revoke.this acceptance, if it is determined by Miami- a ty Pr c this product or material fails to meet the requirements of the applicable b This product is approved as described herein, and has bee es o collory with the Florida Buildin Cod including the High Velocity Hurricane Zone. DESCRIPTION: Series 11605 "Single Hung Aluminum re' ed) - APPROVAL'DOCUMENT: Drawing No. W06-34., titled 5 main D sheets l througb 7 ;of 7, prepared by manufacturer, dated -0�a a ised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Da a County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Count1. y Product Control, Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a peiinanent4abel with the manufacturer's name or logo,.city;'state:6fi& ••; . 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 bean no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words'Miami=Dade County, Florida, and followed by the expiration date.may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy.of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06-0614.04 (01-0703.01) consists of this page hand evidence page E-1,,,as'w 11-as approval document mentioned above. The submitted.documentation_was-reviewed.by_Ishaq.I._Chanda,.P.E. co' NOA No 07-U402.04 Expiration Date: July 05, 2012 Approval Date: August 02, 2007 Page 1 �1 v� T. M. Window and Door e NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06-0614.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06-34., titled "series 605 Aluminum Single Hung WDW,(LMI) sheets 1 through 7 of 7, prepared by manufacturer, dated 04-24-06 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Transferred from file # 06-0614.04) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-3975 dated 10-22-03, FTL- 3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA-416W dated 04-11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per adder um letter January 22, 2002, issued by Certified Testing Laborato ' sy Ramesh Patel, P.E. ) C. CALCULATIONS (Transferred from file%4j�E'Ik�c"1. Anchor Verification Calculations cove analysis complying w/ FBC 2004, prepared by AL-Farooq Corporation, dated 06-06-06 and revised.on 3 st ec and sealed by Dr. Humayoun Farooq, RE 2. Glazing Complies with ASTM E1300-98 & -0 q% n F K D. QUALITY ASSURANCE 1. Miami Dade Building Code Complianc E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issu . t G-Mterlayer' , expiring on 05/21/2011. 2. Notice of Acceptance No. 02-1205.03 issue 'to Security Impact Glass Holding,;LLC for "SAF-GLAS", expiring on 12/16/2007. 3. Notice of Acceptance No. 03-1117.05, issued to Surface Specialties Inc. for"Uyekol", expiring on 02/08/2009. „ F. STATEMENTS (Transferred from file # 06-0614.04) 1. Statement letters of Compliance and "no financial interest", dated 05/09/06 and. 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA renews NOA # 06-0614.04 (01-0703.01), expired on July 05, 2007. -- — lska C_ uH Ishaq I. Chanda P.E. Product Control Examiner NOA No 07-0402.04 Expiration Date: July 05, 2012 Approval Date: August 02, 2007 E-1 1/e• 1� r JIB D wxoW wlom n 48 1/4• f 0L M. W. (OLEO) i fI15E 4UMIN8 (SUB"YACE BEPUSED) 21. �. Al Hw/sluJ^ � 0 n i BOO ay r li O0 Do 0x o {�' Oy OQa .� 11 /I II I 4 I it x n n I LL z N d R II II 0 n x� �o IrgRH� eeED Zaig9 N.67 O%v • I z S a ¢U 1 SN0 I n � Z_3U �+ o 3/4' LD.L xEan/slu YJ a s •KY{ePp l e a 0 (Kxh r+■nmlr so V ey' WIDTH vw wm x TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES I (LIMB DESIGN CAPACITY TO ±61.0 PSF MAX.) WINDOW WIDTH - 4.875' nry00W MOM - 5.375' HEIGHT/2 - 4.5' LAMINATED GLASSJ- LARGE MISSILE IMPACT ua� oz xuwYouH FWNW $ 4 e SIRURJxES ' ` \ 3 M .to i N V/. 2 "LGD6 WO69 34 a � q c SA� i aNb3 g NC N 0�4 �OV1� 9 o ocm RA 2� . .m.V vde�Ha��wm��T,mm�vmm�vm��'um i i_ i.m C w � �w 9m =v i •' m . 11 1 1 1 I L, ' g oomoo RR Ye 1 O m I SDo-- f.--m 50 I L u m g m L m n L L Im u u L Us.-m Li I I I o a 4 b a O i b e b 1 1 1 6 1 1 b b b 0 1 m l 0 D o m " o D o in b b b b _ b b b S _ _ _ _ _ _ _ _ _ _ cvt ee 9 m m b bona ? e b b yy wa o b b b b b e b e e b 1 1 S o 1 S S S o$$ S S S S$ O S$ o S S S o S S S S S m Mft-bft- b L L • �dmm vm� �.am�dmm�ti �tIlk q I I o u s l o n o o S S S S$ S S I O$$ I S S$ I$$ S$$$ S S e S S o S$? I I$ e m I$ m m n m m w L u L u I I Io Io o P I I o e a P o o y b b b b e I I I I mo o V V o b I b b b V nn j TIEN2 TIT !!IT p I o b b b b b b b b L b b b Q Q b 0 b b b b b b b b o b b e ?, n a b b a b b b o b b bo o bbb b b b I o m I b b$$ 0 0 0 o m o I e b I m o o lb o$ aoVbbbbP a°°"' pl-z�-m NLYIWM SINGLE HUNG N . (LUJ.) AL FAROC, CORPORATION a ^n 9]I:11 IOD ., ytOb: 1�]' 1• 10.1 ).O6 LLV, pFA BLM COYtt m TM WINDOW AND DOOR ENGWEERS&PPODULT DEVELOPMEM 9 I1. NO O E MS 11 601 N.W. 12TH AVE. =35IS.W.87 AVE 991'!4 n b. N" N.Wip L.I POMPANO BEACH, FL. 33069 ♦E�Iw51 zea95DD f&t.1]as)zeza9>'e ? P T (954) )BI-M O FA%. L954) ]BI-W)8 MIN. M i5 WE 0 m m m +i (oor: owe a O1 S � <r. py: ryN110 W A P ME n> H MIN. M. Will, O a•�'v gr�i vF SERIES "I ALUMINUM SINGLE HUNG MDW. (LM. TIA WANDOOR 60 601 N.W.X 12 W AND D POMPANO BEACH. FL 33069 , (954) 781-44M FM. (954) 181-W78 AL,FAROOQ CORPORATION 11 aT! EN3MEER96PROOBCf OEVE MENT 1 =35 S.W. BT "E MIAMI.i RIBA 33179 4- CU.: MCA. ANCHORS SEE EL Y.. FOR SPADNG-\ I� . L7— pol MSPRATNE OILS. ONLY EXT. OR W. RNISHES NOT RY TM WINOOW t / In WOOD OUCK OPTIONAL TO SPWNG LATCH :PACING TIVIm ANNORS SEE ELL , FOR SPADING OR 00D BUCK ��tV e Z 3 METAL MA11-WE COUNTY APPRUVED WOOD RE TmT O P i SIRIICTURE MULUON N MUUJON ANCHORS SEE SEPARATE NOA 3 y IG O o c Ow O oG Oy 3 V o w cy np Oi¢o'w TYPIGL ANCHORS, mim ANCHORB G SEE ELEV. FOR SPADNG SEE EIEV. Aft SPACING Q H °o LL Emfe um Qw�sk WOOD BUCKS AND MEEAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY Gl-AZING SYSTEM 16 VRRWC UTp AND TRANSFER THEM TO THE BUILDING STRUCTURE. >✓ S I TYPICAL ANCHORS: SEE EUY. MR SPACING a, 6 1/4' TAPCONS BY 'ELCO' _ 0 n m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES °� O n 2s 1-3/8' MIN. PENETRATION INTO WOOD 0� PRODUE,NENEWED THRU 1BY BUCKS INTO CONC. OR MASONRY �y aacii A moo plylaswtnm°PMH. 1-1/4' MIN. EMBED INTO CONC. OR MASONRY BNMIe2 CMe I� AaePn°anP -0 OV DIRECTLY INTO CONC. OR MASONRY j 0—m n MIN. EMBED INTO CONC. OR MASONRY a =_3O 014 SMS OR SELF DRULLING SCREWS V. INTO METAL STRUCTURES Ga STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) - ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) NLL (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .) -O l .611 11 SMS OR cET F ORI I IN • SCR 2� NTO DADE COUNTY APPROVED MULLIONS (MIN. THK. a .090') a` (NO SHIM SPACE) w ` TYPICAL EDGE i 2 INTO CONCRETE AND MASONRY - 2' MIN. I INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. 9:1 2 a N 'SEALANTS - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH sSIUCONE OR ACRYLIC SEALANT. B EnE� DR xuluywN E IsssFARmD � sTRucII!- FLA vT GAN 43>a y5Y — t ELEV. LTP[A�CIWR 4 SEE 0.EV. tlrawing no. E WITH .FIN OPTION Id�� lamwos-34 DESIGN GAPACRY TO 361.0 PS MAX.) ___.. O LIm EXTERIOR D.L OPG. (RXED IIBY PL4i / I M. I BESCRN'1 om W'IENLL Y.WP./6UPP11O!/REVAR63 I M-36]0 I 1 I FPAYE HEM 606J-T6 - 2 Cl-J))31 1 FRME SILL (1' HIGH) 600-i8 - 2A 9A-]608 1 fRN.E 561 (J' XIGH) 600-T6 - J M-31445 2 i E J 19 6063-T6 - 4 GM-36206 I YEEMG ML 600-TO - 5 OW-36W5 1 1TM MP RWL W63-TB - 5 M-II230 1 MiI 60110Y RWL (4' SILL) 600-T6 - W CM-39559 1 M .. RWL (3SILL) 000-TB - ] DM-311J4 2 Y 1W9 ST 608]-Te - 8 GW-31470 2 NV2f STOP 606]-T5 - 9 19-58 4/MEM GU21NG BEAD MGIE 600-m - 9.A W-10 4/YEAf CIAZ6NG SEAS 6063-15 - 10 is x 1/2' 12/mfT G WG Max $CRENS rm R1 WS 11 40.17 (1) SfRIP iN SFAL WEAmEIb'RDP ufG.PM/iRAYE su 12 220 (1) sr10P m smm wEADIERSiPoP MEM mP 13 3722 (2) 51HIP M SELL wPAD MMIP VFM JWB SIIIFD 14 2 1 1/2V/5'0/4' HNSIX PM FIUIIE SILL CORNp 15 VMH LOCI( CASE M mp 1SA N-11 RA SPfdNG LOADED Muss IDCI( W63-T6 OIIIT BOIIOu RM I6 12/� MEM GME MLCN M IM. CORNERS 1] GLDAELL SPIML BVAVCa AT TAWS J.WBS 16 M-9302 BY M COWIt NML FI HF/D/JAYS$ 19 N69 CWDWLIl BW M C _ M SIM WO 20 2 012 a 3/4' PM. SYS STEEL (1) AT EACH BW 21 6 /12 . 1' P.H. SYS S1EP3. PME W NERS 22 - B #10 . 1' P.H. WS STIM Mii CORNERS 0 - 4 /8 x J/4' iH SYS. STIM (2) AT F Ai 24 4 is . 3/8' I.H. SIM SaD AT PA PNSIIC G 25 1 1.1 ]/16J/4.1/8' CHMNEL SIELl AT MEM mP 26 - 2 1.1/4 1Hx..4' LONG BAR &M. MAT m YIG. M FNO I 27 'i 12.1.11 1/e' CHMNEL srE AT YEEIING RAB 2 .gym MIA m LukBS W0 To - 29 MIA IDR HFAO fi06J-16 - - 61 TRIM FOR SILL s06]-M - PYUDua 110n 9D YY.2IMA2w1l I.IIwY. � u..�i4.,A•c6/4•oY 9,In8a WY T,Ly-"Jp6} 2y I Sol, gll H arming no. W06-34 I E c V U L� -T g m � 9 A 11L ' O r 9 r� n p I1� R �i5 z s L IL�_—o I�rJl1 e R )Vdo ¢p p q q Y N o e«. pl-]I-Ba revispns: SMES 605 NUMINUM SINGLE XIINC YNW. lM.l. AL- B �O np a e escn ipn ( ) FAROOR- CORPORATION E kqy I�Z.-�. a gyp, p.pe ,q pWGE Ttl33NLE] ENOINE.W. 6 PROOOC]OEVELOPMENT 01 3 I�ae.a a fl,_ FER Mp 1... 60 WINDOW AND DOOR MIAMI, w.RIDA3 PO N.W. )ZTH , F M1A(30 )20I 1331]< '' "'wi0 POMPANO BEACH, FL. 3(9M) W ]EL. f30E)]B{9100 f.1C �306138]8B]B ?� Nk an ]El. (83a) ]RI-IIdO i'NL (°N) >RI-°p]B 1 1 rnup_n IL � � o ,o is ) sc � N rL o aw: w_za-se te�I°ions. SDU6 605 ALUMINUM SINCfE WINO WPM. (LY. 3 no 0 0 escn Ion m !. N41c In• - 1• IslraE no .w *m srm e Il.oeae M. PM mm mwcnn TM WMDOW AND DOOR I a. er. w+Iio 601 N.W. 12TH AVE. (Aa POMPANO BEACH, FL 33069 � P �' ST TEL (954) 731-4 W (9U) )91-50]9 —* I AL-FAROOQ CORPORATION (a ENGINEERS& PRODUOFDEVFw Ew I f 9 36 S.W. 87 AVE MIAMI. FLORIDA 33174 MI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Baron Metal Industries Inc. 101 Ashbridge Circle Woodbridge, Ontario, Canada 1,41,3115 MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUM 1603 NffAN% FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: 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 Mtright ately revoke, modify, or suspend the use of such product or material within their 'uri to revoke this acceptance, if it is determined by Miami-Dadio't C1 r ct or material fails to meet the requirements of the applicable build' This product is approved as described herein, and has been deli 0 0 �l je�oj '1 dincluding the High Velocity Hurricane Zone. DESCRIPTION: Series "FS16B20" Flush Outswing Comm i 0 - APPROVAL DOCUMENT: Drawing No "BM-001", titled "S es - 0 Flus S 1 Out -Swing Entrance Door", sheets 1 through 7 of 7 prepared by manufacture, dated 01%10/04 and last revised on 08/11/04, signed and sealed by Kelvyn Whitfield, 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 ntrol D' ' . MISSILE IMPACT RATING: Large Missile Impact Res' LABELING: Each unit shall bear a permanent label with the r name o ge;tit ; following statement: "Miami -Dade County Product Control Ap Move', erwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors _ and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page land -evidence page E-1, as well -as approval -document -mentioned above. — The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 04-0330.01 Expiration Date: September 02, 2009 Approval Date: September 02, 2004 Page 1 r Baron Metal Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No `BM-001", titled "Series FS 16/1320 Flush Steel Out -Swing Entrance Door", sheets 1 through 7 of 7 prepared by manufacture, dated 02/10/04 and last revised on 08/11/04, signed and sealed by Kelvyn Whitfield, P. E. B. TESTS � re 1. Test reports on 1) Air Infiltration Te C 20 4 �o 2) Uniform Static res oa 202- 3) Water Resistant Test, per FBC, TAS 202-94 4).Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Fenestration Testing Laboratory, Inc, Test Report No. FTL 4095 (04001) dated 02/19/04, signed and sealed by Edmundo Largaespada, P.E. Note: The above test report has been revised with addendum letters dated June-15 2 4 and August 03, 2004, issued by Fenestration testing lab, signed and se n Largaespada, P.E. C. CALCULATIONS: 1. Anchor Verification Calculations, dat 0 e 's 4- , . ed and signed and sealed by Kelvyn Whit D. QUALITY ASSURANCE '�- 1. Miami Dade Building Code Complianc ice (BO). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. 3, dated June 16, 2004, issued by Fenestration Testing Laboratory, per ASTME-A370-97a, signed & sealed by_Edmundo Largaespada, P.E. 2. Notice of Acceptance No. 01-1108.09, issued to Apache Products Company for "EPS-expanded Polystyrene Insulation", expiring on 01/11/2007. F. STATEMENTS 1. Statement letter of conformance and "No financial interest", both dated 02/27/04, , signed by Kelvyn Whitfield, P. E.. 11 2. Statement letter of compliance issued by Fenestration Testing Laboratory Inc., as part of above referenced test report. G. OTHER 1. Manufacturer/Distributor agreement between Baron Metal Industry Inc. & Caferty Bld —_ Products, dated July_30,2004 & May 19th, 2004, signed, by re_sp c_tiv/e/ official . Ist~�tn �. 7sbaq L chanda, P.E. Product Control Examiner NOA No 04-0330.01 Expiration Date: September 02, 2009 Approval Date: September 02, 2004 E-1 GENERAL NOTES AND SPECIFICATIONS I MATERIAL FRAME REINFORCEMENTS AND EMA ANCHORS ARE MANUFACTURED FROM TENSION LEVELED STEEL. CONFORMING TO 'A6'IM-ASSICS (COMMERCIAL STEEL) TYPE B. YIELD STRENGTH 130 KiI (MIN.) GALVANIZED TO ASIM-AS24 COATING DESIGNATION ZF75, KNOWN COMMERCIALLY AS PANTASLE GILVANNFAL TYPE IS GAGE 05971 DOUBLE RABBET (5 3/4- MIN.) AND 2- FACE FRAME CONSTRUCTION: UTTERED CORNERS, INTERSECTING FACES CONTINUOUSLY WELDED ON THE INSIDE, INTERSECTIONS STOPS TACKS WELDED ON THE INSIDE,. EKPOSED FACE GROUND SMOOTH, UNWELOED INTERIOR JOINT INTERSECTIONS, CAULKED WITH CLEAR BE SILICONE H. REINFORCEMENTS: HINGES (TO GA HIGH FREQUENCY TYPE) STRIKES (12 GLIASA TYPE, OR 18 FA FLAT BAR TYPE) CLOSER (15 GA FLAT BAR, WERE SPECIFIED) WALL ANCHORS: SIMFSON STRONG -TIE SLEEVE ANCHOR SIZE 3/8' K 5' MOO]. No. SUT SPF. SUPPORTED AT THE JAMBS BY E.M.A. ANCHOR TIC P-04 TACK WELDED TO THE FRAME PROFILE IN FOUR PLACES. FLOOR ANCHORS: ONE 16 GA (.D5A7 FLOOR ANCHOR PROJECTION, WELDED 1D BOTTOM OF EACH JAMB (SEE DETAIL A) 2. DOOR SPECIFlC�Ron F.. SERIESI• MATERIAL- FACE SHEETS 20� GA (.= ). COMPONENTS AND REINFORCEMENTS MANUFACTURED FROM TENSION LEVELED STEL CONFORMING TO ASTM A653 CS (COMMERCIAL STEEL) TYPE EL YIELD STRENGTH 58.7 NET (MIN.) GALVANIZED TO AMM-AS24 COATING DESIGNATION ZF75, KNOWN COMMERCIALLY AS PAINTASLE CALVARNEAL CONSTRUCTION: 1 3/4- THICK, 20 GA (.M-) FILE SHEETS, PAPER HONEYCOMB CORE FULL FLUSH, INTERLOCKING EDGE SEAMS COMMERCIAL SWINGING DOOR. HONEYCOMB CORE UNEIRPANDED 33 Ib/1000 sq. it •L IN PLY SINGLE GLUE LINE, 1' CELL, 1.1 lb/cu. EL DENSITY (EXPANDED) 23 tn. Ib./aq. In. COMPRESSIVE STRENGTH (ASTM C-365), 36DO in. Ib./aq. In. COMPRESSIVE MODULES (EC), 17 In. Jb./aq. in. SHEAR STRENGTH IN LENGTH (ABLY C-273) ` 13 in. Ib,/aq• in. SHEAR STRENGTH IN WIDTH (AS'RA C-273) 1 3400 In. IL/sq. In. SHEAR MODULES (GO) IN LENGTH 1 SOD In. Ib./aq. In. SHEAR MMULES (GC) IN WIDTH EPS POLYSTYRENE CORE (OPTIONAL) BY APACHE PRODUCTS COMPANY PER CURRENT NOA CORE IS BONDED 70 FACE SHEETS WITH SPRAY APPLIED NACAN 134-8014 REACTIVE HOT MELT POLYURETHANE ADHESIVE, WITH ISOCYANATE CATALYZING AGENT (APPLICATION RATE 8 2/aq. ft.) TOP k BDTTOIM 16 GA DAERTEDIEND CHANNELS PROJECTION, WELDED TO FACE SHEETS REINFORCEMENTS: HINGES (10 GA HIGH FREQUENCY TYPE) LOCHS (12 GA LYIJNORIGL TINE, 18 CA MORTISE TYPE AND RIM EXIT DEVICE: SEE CORRESPONOING HARDWARE BUR TYPE HINGES, 4 1/2' K 4 1/2' (THREE PER LEAF 'GLOBAL' IP4545BEINRP SERIES, WITH TIGHT 1/2' X 12-24 FHMS. PER HINGE) FLUSHEOLTS (TRILL ON EACH INACTIVE LEAF. 'RYES' 45B SERIES) PASSAGE SET (ONE ON ACTIVE LEAF, 'GLOBAL' IL-1100 SERIES), AND OEADSOLTS (ONEJON ACTIVE LEAF, 'GLOBAL' ID-160 SERIES), GR ' MORTISE LOCK (ONE ON ACTIVE LEAF, PALE' 8700 SERIES), OR RIM PANIC EXIT DEVICE (ON EACH ACTIVE IEAFN-MOWCH- 18-R SERIES WITH 570F STRIKE PLATE), INSTALLED WITH REMOVABLE 'MONARCH' SERIES F4023 POST MULLION'FOR DOUBLE DOORS.' FINISH: TOUGH -UP, WITH I OPTIONAL ZINC RICH PIRINER. 3, SH mcoc REQUIREMENT., SHUTTERS NOT REWIRED (LARGE MISSILE IMPACT RESISTANT) DESIGN PRESSURE RATINGS (OUTSWING DOORS) EXTERIOR (PSF) INTERIOR (PSF) 1' HIGH THRESHOLD (2005 AS) +85.0 -85.0 SINGLE DOOR 1/2' HIGH THRESHOLD NOT APPRCVED- NOT APPROVED" (2005 AV) (SEE NOTE BELCH) (SEE NOTE BUDIN) i' HIGH THRESHOLD (20G5 AS) +75.0 -75.0 PAR DOOR 1/2, HIGH NOT APPROVED- NOT APPROVED, THRESHOLD (2005 AV) (SEE NOTE BELOW) (SEE NOTE BROW) (-) UNLESS UNIT INSTALLED IN THE NON -HABITABLE AREAS WHEN WATER INFILTRATION REQUIREMENTS ARE NOT NEEDED, DR UNITS INSTALLED AT LOCATIONS PROTECTED BY OVERHANG, SINCE THAT OVERHANG RATIO (OR)- ON (LENGTH)/O.H. (HEIGHT) GREATER TWIN ONE (1). HLMun{EUEHIs: THESE DOORS TO FLORIDA B)1E01 FOR APPLICATION TO BE REVIEWED BY FRCW. LSE BAS& E®o AVWnaa.-mFf W "fro Eb&D.wbg0'sa oL �eoa Tn.�u+. _ + e. o! UA -7W MAY/ F E W,OIH 7A• MNC FIIAM W OTN 76' " FRIIHE W M mm NOMNAL DOOR PANES � I�TY WK NOMWAL DOOR PM]L8 WIDTH (�—T1' MALE NOMINAL DOOI PM i 1 1 44il 2 �, 2� y i\ 4 D{ / 8 731v\P d / / \�Pa -47 SEE DETAIL SHEET 'B• SEE JI�� 1T- z ) SEE QF�2 DEr A• a➢ ]/v_�.(I pP a/4•--( , oETaIL •a• 1iB 4/4 47 J/4' SH 41 J/4'---SHEET 7 42 J5 Ja 3/4 55J/'']/4•� --� Cad � eT ]/P� ET(PAIOR E(1ERIOR EKIERIOR OPTION I -A (PAIR DOOR) OPTION 2-A PAIR DOOR b OPTION 3-A (PAIR DOOR) HARDWARE PACKAGE: 'CLOG L' PASSAGE SET (IL-1100 SERIES) ALE' MOTTfISE LOCK W/OF/DBOLT (8700 FWiDWME PACKlfE 'MONARCH' RIM p,WIC EXR DEUCE (IB-R SERIES), 'GLDBAL' DFAOBOLT (10-180 BERIESj (t} FLUSHBOLTS (0.Sa SERIES) W/570F SRUKE PLATE, INST" WITH 'MONARCH• 'hkT.' RMSHBOLTS (45B SERI(S) F LOBAR• HINGES (IPI545OBNRP SQ71E5) REMOVABLE POSE MU WON (FM23 SERIES) •GLDBAL' HINGES (IP4545BBNRP SERIES) O' (2005 AV SRIES), 1/2' HIGH - ER 'GLOSW HINGES '(Ip4545BBNRP SERIES) THRESHOLD: •pEMCO' ((2005 AS SERIES), 1' HIGH BUNPFA O' (]75CR SERIES), ONE AT EACH D THRESHOLD: 7EMC0' (2005 AV SERIES), 1/2' HIGH BUMPER TYPE ASTRAGAL •PE1N0' (375CRI SERIES), ONE AT EACH GOD EC13HONEYCOMB 1' CELL, 7.1 Ib/cu.R OTNS CORE: ofJ HONEYCOMB 1' CELL, 1.1 Ib/w.R DENSITY CORE: a)) HONEYCOMB 1' CELL, 1.1 Ib/eu.tt DENSf1Y LYSIYRENE FOAM (OPTIONAL) BY MAC U CO. bj POLYSTYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO, b) POLYSTYRFNEIFOANI (OPTIONAL) BY APADHFj. A DESIGN PRESSURE RATING (PAIR DOOR) 1' HIGH THRESHOLD (2005 VS) EDTERIOR (PSF) IMERIOR (PSF) +75.0I -75.0 DESIGN PRWE RATING (PAIR DOOR] 7 /2' HIGH THRESHOLD (2005 AV) - SFj IN1EAlOR (PSF) NOT APPRDVEA (SEE NOTE BELOW) NOT APPROVE➢• (SEE MGM BELOW) (-J UNLESS UNR I _ MASLE AREAS WHEN WATER INFl ARE NOT NEEDED. OR UNITS IN LOCATIONS PROTECTED BY OVERHANG, SINCE THAT OVERHANG RATIO (OR)- OH (fENGM)/O.H. (HEIGHT) GREATER THAN ONE (1). EGRMS/ESCAPE REQUIREMENTS: COMPLIANCE OF THESE DOORS TO FLORIDA BUILDING CODE FOR EGRESS/ESCAPE APPLICATION TO BE REVIEWED W SLOG, OFFICIAL PER CASE BY CASE BASIS. TYPICAL ELEVATIONS VIEWED FROM EXTERIOR FL 33161 M5 r 7 3Y- E7L,ERIOR OPTION 5-A SINGLE DOOR) HARDWARE PACKAGE: 'GLOBAL' PASSAGE SEE (IL-1 SERIES) ` 'GLOBAL' DFAOBOLT (10-130 100 'GLOBAL' HINGES (IP454SBBNRP SERIES) THRESHOLD: 'PEHCO' (2005 AS SERIES), 1' HIGH BUMPER CORE 0 HONEYCOMB 1' CELL, 1.1 Ib/.u.ft DENSITY b) POLYSTYRENE FOAM (OPTIONAL) BY APACHE DESIGN PRESSURE RATING � (SINGLE DOOR) 1' HIGH EXTERIOR (PSO INTECOR (PSF) � (wasTHRES+85.0 OLD -85.0 G, 3T NK ERM5: N9RN N0P' MAN. i N1GIH 47 3/4' LLVC WNAL �'! 3/4' PANEL NOMHAI W- OOW PMD. OMN GR PM6 NIOM 4 , 4 i ---- �- � : 7 32' µ GeYIgC•b n SNEEf 7 •20"— O2' µ' EXTERIOR OPTION 6-A (SINGLE DOOR) NORIISE TACK w/DEADBOLT COO SERIES) DAL' HINGES (IP45OMNMP SERIES) CO' (2005 AV SERIES), 1/2' HIGH BUMPER E ORMOND 1- CELL. 1.1 Ib/m.ft DENSITY ALYSIYRENE FOAM (OPTIONAL) BY APACHE PRODUCTS CO. EKIERIOR OPTION 7-A (SINGLE DOOR) RE PACKAGE-. 'MONARCH* RIM PANIC Eff DEVICE (18-R SERIES), WITH STRIKE PLATE (570F SERIES) 'GLOBAL' HINGES (IP4545BBNRP SERIES) THRESHOLD: 'PEMCO' (EGOS AV SERIES), 1/2' HIGH BUMPER TYPE CORE a) HONEYCOMB 1' CELL, 1.1 Ib/.u.ft DENSITY b POLYSTYRENE FOAM (OPNONAL) BY APACHE PRODUCTS CO. SINGLE DOOR) DESIGN PRESSURE RATING 1/2' HIGH THRESHOLD (2005 AV) EXTERIOR (PSF) ENERIOR (PSF) NOT APPROVED NOT APPROVED (SEE NOTE BELOW) (SEE NOTE BELOW) (•) UNLESS SABLE DEDAB WHEN WATER INFlURA FI ARE NOT OR 'UNITS INS-. TIONS PROTECTED BY OVERHANG. Y OVER SINCE THAT 0 HANG RA710 (OR)- OH (LENUM)/O.H. (HEIGHT) GREATER THAN ONE (1). EGRESS/ESCAPE REQUIREMENTS COMPLIANCE OF THESE DOORS TO FICRIOA BUILDING CODE FOR EGRES/ESCAPE APPLICATION TO BE REVIEWED BY BLDG. OFFICIAL PER CASE BY CASE BASIS. TYPICAL ELEVATIONS VIEWED FROM EXTERIOR 4 MIAMI. r 1 A I F 4`2' 7YP. MIN. R STRUCTURAL PSI CONCRETE I 1/4' SHIN HEADER OAY MEMBER MUST BE 1/4' SHI O AND MUS TO CMRY 340IS/R Od MO MUST BE PE+AEWI]) BY BU)G. OFFlCUL 'SIMPSON' STRONG -RE 3/8' x 5'1 (MOTET SL375PF) SLEEVE ANCHOR,1 1/2' MIN. EMBED. INTO CONCRETE(I1'P. AT JPMBS)/8 F0. SNS, 12' O.C, -- -1/B• I HEAD DETAIL4 py s yp HEAD FRAME (NOT ANCHORED) I T ' I �- - -` i a ➢.a O A� pS I x 1 1/4' PH.SMS.. GRAD 2 O 4 EXTERIOR I..I (3 _� 4C`jf fC ® 3 72' MA1(. DOUBLE 1OOft PANEL WIDTH c I I 'MONARCH' F4023 POST MUWON (8 ) (SEE CORR6PONOINC ELEYJ p ¢ i I WITH FRTNC AND CLAMP AT TOP I R HFAO MIN. 3000 P51 0 �j I AND AT BORON INTO CONCRETE, CONCRETE L 76' MAX. DOUBLE DOOR FRAME WIDTH = (SEE CORRESPONDING ELEV.) FOR OPTION 3-A (PAIR DOOR) ONLY, U B ¢ �14 '"_.._.._.._.I (SEE DETAIL 'El", SHEET �) JAMB (HINGE) DETAIL m _.. .. _.._.. _..—.I .._.. _.. _.._.� _ N 9/8' PH.5N5., 12' O.C. Rp V, � I 1 @@�� OR 6 7 8 OR® ii � tWg w �o ppO¢o 1 I Stf 2U' I n� r Jy O I I w2 2 I I . E�g,II STEEL END CHANNIEL R � R ¢ I I � � O I SPOT HEE WELDED 'O.0 TO FACE 2 8 u I I I LEAF 1/9• ACTIVE LEAF I SHEET 2. O.C. cm. TOP & BOTTOM)( m UB,LE DOOR PANEL DTi (SEE CORRESPONDING ELEV.)— I I DOOR FRAME WIOTi (SEE CORRESPONDING ELEV.)— ASTRAGAL DETAIL e8�� -- ---- TL V 4 NELVYN WHTFIEUD. P.E. I 1002 N.E.116tN STREET • d .. O, d . 4 O, Fb, .. lY�Me � MIAMI. FL 33161 'd .4. 4..Q Dw 2 SVm 5• MW I MIN. 3D00 PSI •ELCO' 1/4*0 TAPCON, 3/8'0 PERMA-SEAL TAPPER 'ELCO' 1/400 TAPCON, 3/B10 PEAMA-SEAL TAPPER 1• , CONCRETE 1 1/2' NIN. EMBED. RV POWERS FASTENERS, MIN. CONCRETE PSI 1 1/2' MIN. EMBED, FM POWERS FASTENERS, INTO COwzo NCRETE. 1 1/Y MIN. fB18EDNEM. CONCNETE INTO CONCRETE 1 1/2' NIN. EMElEONEM. IA_ SILL DETAIL (112' THRESHOLD 2005 AV) IB SILL DETAIL (10 THRESHOLD 2005 AS) WABM—ooi (� (WHEN TER INFILTRATION REQUIREMENTS ME NOT NEEDED) (� (WHIN WATER INFlLTRATON REOUIRE1/ENfS ME NEEDED) F RIDA N..24140, NECHMI NFE 467 J 1 1/2' MIN. IleSHIM I EMBED. o D V .R � f 57BOR S 1 EXTERIOR 47 3/4' MAX. SINGLE DOOR PANEL VWfim (SEE CORRESPONDING 13".) 52' MAX. SINGLE DOOR FRAME WID1H (SEE CORRESPONDING Et".) 5 JAMB (LOCK) DETAIL p dn J 1 1/2' MIN. iON' SIRDNG-TIE 3/13' • 5' 1/4' SHIM _ I ABED. L SL775PF) SLEEVE ANCHOR, I' MIN. EMBED. INFO CONCRETE D' AT JAMBS) It O O R &/G&/ 570F Sr PIATEJ �q -� FXIERIOq MIN. 3000 P51 CONCRE �_ 47 3/4' MAX. SINGLE DOOR PANEL WIORI (SEE CORRESPONDING '�11II DOOR MAX. SINGLE DWq FRAMEYADIH (SEE CORRESPONDING ELEV.).) JAMB (LOCK) DETAIL H F4023 MULLION FIERNG WRH CLAMP & BOTTOM TYP. (SEE DEDUL W. S14EET L•: ---� �-1/B' GAP I ' 57OF SMKE PLATE 1 EXTERIOR 1 . 4 I, 72' MAX. DOUBLE DOOR PANEL WID7H (SEE CORRESPONDING ELEVJ 75' MAX. DOUBLE DOOR FRAME WIOBI (SEE CORRESPONDING E3EV.) %L DETAIL (MONARCH SERIES 18-R PANIC & 570F STRIKE PLATE 0 D 4 IN. 3000 PSI' KELYYN WHE 1002 N.E. 11 MIAMI. FL $l filo9 Na.24140, MI 9 goo 0 mpg I IM M MI 1� g I I 4 4. 1�—.45Y d75' i 8.WO93' ' 6 L i G• avel L o �S.SW' I '�7[C Ilj,I P fN O o U o� -sg o tam• tact• tam• a `d m 4.644' m mm ,,,e„� Baron Meal Industries, Inc. SERIES F516/B2O FLUSH STEEL. 101 nytQmcc a OUT —SWING ENTRANCE DOOR vannxw� �^"RO�'""a` I m (LARGE MISSILE IMPACT)nluaE (419) 7/ 2111 FM (900 ffij m n wa tms Deans L o �S.SW' I '�7[C Ilj,I P fN O o U o� -sg o tam• tact• tam• a `d m 4.644' m mm ,,,e„� Baron Meal Industries, Inc. SERIES F516/B2O FLUSH STEEL. 101 nytQmcc a OUT —SWING ENTRANCE DOOR vannxw� �^"RO�'""a` I m (LARGE MISSILE IMPACT)nluaE (419) 7/ 2111 FM (900 ffij m n wa tms Deans �r 4: ':�"i�.� . • 1%'jai: �15%�� �� I �'J ` ��$ l a I N ,„,�.•� �!� a# x� s4wv.�`�:* N �1 ti4 ;�� �,v.wr.a r �. � 1. i� A M1 C �, A •`rob � � N� 1 � BILL OF' MATERIALS ITEM ART ART NR. MATERIAL UANIFF nESCRIP110N COCA 0 I FS10 STEE 8 GA DOOR FMME 0 LE IEI� EN 367 IN. B V LUMINU I EM 0 1 2 UMPQ2 E H0L0 SILL J 3 PER LEAF NGE SEN L FRAME JAMBS 4 --- STEEL 10 GA. P R HINGE HI ECUENCY ICE EINFORCEM B 58— 2 S BD SEMB Y — I 1 LO OCKB . ACI� LEAF — 0 ___ 7 GLO&1 DEAD . e --- 2 2 3 4 BACKS Ef REINFORCEMENT ACTIVE LOCKSET & DEAD BOL 1 LOC S C I' LEAF SfflIKE EOG --- GA BOL IRE RD CEMENT Si KE E 1 820 2p --- E SHEEP STRENGTH 8.7 K51 IN. I --- EL B GA ENO CHANNEL FULL LENGHT GOGH D 13 I bodu WEAT ERSRDP a9 D. CO ER --- fl 0 EYGO B CO C e DEN 9 7 CR INU .R EMKO P 000R —1 & p2 OPTIONS DON PANEL EDGE 2 INU AGE P IR ODOR —J OP170N. L 17 J EL H 2 x REMOVABLE POSE MU 0 570E SiBK PLATE DECH CENTER NE OF OOOq ON THE INTERIOR) 19 --- - FA MO RIM PANIC IT OEWCE OF SDiIKE P DOOR ON E N IOfl POLYSTYRENE POLYSIYR 0 0 1.0BY ACH DU DOOR PAN 0 1 ALE MORTISE LOCK WIN OEMBOLT 00 22 --- L AW NUM 5im PLATE P ODOR PMlEL INACIIVE ' 23 AL M NYC' E 1 G U S OLD PEMCO NSTRIP 5- FRAME PERIMETER HEN.& JAMBS 4 --- STEEL IB B W CHOR OU DE DOOR FRAMBB 25 --- STEEL 15 GA OOR ANCHO PROLE ON 0 WEEDED] O`�< a O 2' LONG x 0.300' PIN & .125' WASHER FOR WOOD FLOOR.' SECURED W/(2; 1/4' x 4' STEEL OR (2) l/4' x 1 1 2 'ElCO' TAPCON. DRILL & TM PLATE FOR C (4 PLACES), AT TABS. FLUSH BOLT MES' 458 SERIES FLUSH BOLT) (PRIOR ASTRAGAL APPUCARON) (WITH "Z''ASTRAGAL FLUSH BOLT PREPARATION DETAIL CTYPICAL AT TOP & BOTTOM) k—TOP FITTING 8 � 1/4"-20 x i 1/4" LONG J PH.SMS., GRADE 2 �' iRiRiR g O I� Of ]1 X .120 HK.WITx 83' ED. = 8 IF STRIKE PLATE j U N m w e z gs , N 3/8'0 PFAMA-SEAL ER BY POWERS IENERS, 1 1/2' MIN. ED. INTO CONCRETE. DETAIL "B" It -'` SERIES F4023 'MONARCH' MULLION ASSEMBLY DETAIL EDWIN H. FRY, l OF THE CIRCUIT COURT — BMNT LUCU C Ty FILE N 3289815 : 3042 PAGE 1464, Recordad 12/15/20Oe m-01 FM nPiL RrCORt11NG0.1VRHlR NOTICE. 01F COMMENCFMFNT The undereiannl hemhy given Mite thel ieepmremem will he Made to amain rest pmpeny end in a nont,uae with Chapmr 7 t2. 47nrlds 1W.tet the following Ihfmmedon is provided in the NMI= n[rnmmancemeAL d. Nnhe end mMmav of fee timple titteseider (if Other than Ownw) 4. CONTRACTOR'S NAM$ ADDRESS AND PRONE NUMRRR:_iOats_1a411C 7nL. 111 •I�l 11d,n •-0.e...1. Ct 7�01•n 5. SURIM S NAM$ ADDRESS AND EIIONR NURDIER AND POND AMOUNT: —Along ' 6. LENDER'S NAMES ADDRESS AND PHONE NUMUM LIM04- 1. Person; whhi. the Stale OFIM494019nakd by Owner upun whom mdm at other duNbesew may be served as provided by Seetioa 717-13(1)(a) 7„ TMride StWeW: ��' ^S •rj'1 NAMB.AbDtUFSAND PHONE NUMEElt, CSlss�upfyr�.s . 7jagfpQ Y99 g.In ndNtion to Idaud(m Itenrdf, Omhedcliomms the fonowdag to Nes. acopy of the U..'s N.M. m pa vided inSMinn 715.13 (Dtbl. Fiend. Sw tes; •t' r .1' ' NAME, AUUl4Mti AND PHONE NUmugn, rnM �idp i�� 'lpr.^i'wl r0.�•}sly�'S,1 •. — Es co d 9. Expinnion date nineties of cnmmencemenl(Iheetpimtion damkl YrerfmmlhZtlRR�i l'tredMfilE uludsa�ddl^iferetltd&It la 3�4 eplwipeJ) �2a_, Stdnamre nt Owneror Owner's AulhusfnN 0mar/DlrMor1Vairner1Momper Print Name mid Imide Signatory's TUIeN)Mee T_r glat¢ufFh,,W.,d1d__u � ""��n CmooY of al,I•;J.t.ty+� Thu f�gomg ivemMm wm acknawledgeJ before ms thu„J�'�IvY of �'�¢+� jO.QO_. I'Mundly KnOwo (",apnNucedthefollowinEgpenrm.. KAT14YLEIIVOANO �12k. lEi r'Iv107puGk.9me yFygk (ISimed afNo 1'u d (Si nwr nil ghlis 'r't�NpD�f�fa undor patrUtiet of perjury. I declare that 1 have seal the foregoing and that the fats in it are Imo to Iba best of My hnowtedgo mM bellet (=Ion 92371, Solids Slatntmb SILnRRtrWff of Owrue(e)ur UOw/nae(e)'A/olltorlaed OmeeNDlmdur/Perbser/MovagerwhO Jgr,ed shove; BY: / 7- STATE OF FLORIDA ST. LUCI'E COUNTY THIS TO CERTIFY THATTHyS-t TRUE AND CORRECT GO_r OF ORIGINAL. i Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462.6443 http:ltwww.stlucleco.org/publie—works/pormitting.htm Issued: 12/19/2008 Conf #: 701 Job Location: 3405 INDUSTRIAL 31ST ST Permit Type: Commercial Renovation Job Description: BUILDING PERMIT Page 1 Permit#: SLC- 0811-0264 City: FORT PIERCE INTERIOR BUILD -OUT, REMOVE AND REPLACE WINDOWS, REMOVE OVERHEAD GARAGE DOORS AND BLOCK AND POUR TO FILL IN AREAS, REMOVE EXISTING ELEC, PLUMBING, HVAC REMOVE INT. WALLS AND BUILD NEW S/D Airport Industrial Park Unit 1 Lot: 15 Block: 3 Parcel: 1429-501-0039-000/0 Contractor GREGORY A. SCHUTT SCHUTT BUILDERS INC. (772) 569-4999 P.O. BOX 650297 VERO BEACH, FL 32965 Property Owner TOMARIA LLC (800) 872-5000 1550 THUMB POINT DRIVE FORT PIERCE, FL 34949 Setbacks Left: Right: Front: Rear: Zoning: IL Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 0.00 Minimum Floor Elevation: Flood Map: 176F Flood Zone: X Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies; or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6)-months from -the -date of issuance -of the permit, or if the work is --- not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. 5 12/04/2008 13:03 7724621578 ST LUCIE CO PAGE 01 St_ Lucie County Building & Zoning 2300 Virginia Ave ]Fort Pierce, FL 34982 RMMING PERMIT 1 (� I SUB -CONTRACTOR SUMMARY t�. 1 � e(S � TL J r will be using the following snb-contractors for'the (Compony/Individual Name) project located at yes—Nc!�S7/i�L. (Street address or Property Tax 1D 0) it is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St Lucie County. Trade Name of Company/Contractor St. Lucie Cou]oty/ State of Florida License Number, Electrical tit e_ E �e rl c d DO 13.11 Plumbing , ej G � y 2 7 cl 3r 3 HVAC/ Na. r PSL 09— 47 Y8 Mechanical AA, 13 06 72el 3 goormg Af ZA�15 Gas 14 mare... 1 11/25/2006 11:44 7724621578 ST LUCIE CO ST. LUCIE COUNTY PUBLIC WORBB BT7"1NG & ZONXNG)DE) "1'MM Tx' BUILDINO PERMIT SUE -CONTRACTOR AGREEMEM SL Lucie Cuvmry Contractor Ceracation Nmnbe .- State ofFlnridaCertiIIrationNmuberpu•VVi�rnbi* ,� Mo I have ag it to be the (Coog+anyName/Ind'vydealName) I ,, .�,•, sub -co at metor for.. `.de l i � lc�Y� S .1l !c. (T7pe of l'rade) (Primary Coobw tor) for the project located at PAGE 01 -50-6039-000-0 It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department o f St. Lucie County by personally filing a Change of Contractor notice. (Form: s[,CCDv No. ooa-oo) BUSINESS QUAL TER (name of the Individual shown on the Contractor's License) Address_ Oty/StaterVp; .Phime: l e—ZCo O ? PRINT NAME PATE ec L i o 1 QR},V::N'SA-wn 1 �'a- 3gg• C�533 e,aa;l:M��le@ L`orn�le e,(eCi-rieinC,Gr, OMCE'USE ONLY- PF.RNgT m ISSUE DAIS for the project located at 11/25/2008 11:44 .arm. 7724621579 ST LUCIE CO ST - LUCIM COUNTY pU)BLIC'WORKS BUILDING & ZONING DVpARTMMNT . 2IM- If a r RMXT SUR-CON t'RACTOR A.GRELMNIr PAGE 01 St. Lucie County ContmMor Cero5ca1101 Number ;Z 6755 State of Florida Cextitication Number (rf applta6lek _\ A �— �tol �i� -ty.� OL have agreed to be the (CGUJPMY Na-WInurvidual Name) uluJiL�TIL sub -contactor for --� ,.,(1 (fYAe ofT ) (Ptnuuy Coatractor) _ 1�0039-00o v (Project Street Address orPrbperlyTe:c lD W) It is understood that, if there is any ehange of status regarding our participation with the above mentioned project, i will immediately advise the Ruilding and Zoning AePutment of 5E. Lucie County by personally filing a Change of Contractor notice• (Form: SLCCDv )DUSR'MSS QUALIFIER (Name of the individual shown en the Contractor's License) �tilau. RATE Business Name: Address_ 0ty/St2Mgjp, Fhme: btszro�- ► M— 11/25/2009 11:44 Ley 7724621576 ST LUCIE Co ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING M-PARTMENT PACK 01 C� 13VMD NG PERMIT' SUBC014TRACTMAGREEM-ft St. Lvde Comtty Conhvoor CettiFp atiou Nm ba' 5W 8 ^ �7 State orFlosida 000MeatioA Number arappUcjbhle A L3Q0&72 7.3 ANAN NarmllN have agreed to be the '(Courparry ndividttal Name) 1. A� sub contractor for __ Sj W+ l( (TYPa ofaW,) (Frinmy Conn wrl for the project located at It is understood that, if the is arty change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Departutent of St. Lucie County by personally filing a Change of Contractornotice_ (Form: SLCCDV No. 004-00) . BUSINESS QUALMER Way of the individual sho..a, on the Contractor's License) 4OR7 "AI, S=TuRESF1UWr SIGN NAME DAZE BosinessName: Addrtss_ Phone: 9M-- CE USE ONLY: -6039-0oo a ISSM DA-M ST LUCIE COUNTY FIRE DISTRICT Office of the Fire Marshal Plan Review 5160 N.W. Milner Drive Telephone: 772.621.3322 Port Saint Lucie, FL 34983 FAX: 772.621.3604 THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION IS CURRENTLY ENFORCED. The Code Is based on NFPA 1 and NFPA 101, 2003 Florida Specific edition. Jurisdiction: SLC Project Name: Zeroll Industries Address: 3405 Industrial 31st Street Contractor Schilitt Builders Contractor's Address: PO Box 650297 State: FI ArchitectlEngineer: CMC Crawford Occupancy Type: Business Construction Type: 3B Square feet: 93,491 Number of stories: 1 Occupant Load: FMO Permit M B-08514 Building Permit#: 0811-0264 Phone # 772567-1212 City: Vero Beach Zip Code: 32965 Phone # 772-567-1212 AS Permit: FA Permit: FFP Permit: Access Box: Access Key Switch: NOTE 1. All revisions, Including the electronic copy must be received prior to permitting. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections require payment of fee prior to rescheduling of further inspections. 5. Penetrations through rated assemblies shall be of proper UL design. Design criteria shall be submitted with the construction plans. 6. Fire alarm panels shall be located indoors within a controlled environment. 7. Plans and construction are subject to corrections in the field to maintain code compliance. An electronic version of the construction plans on a CD is required. The file format shall be .pdf only. The CD shall contain a sheet Index file. Files shall be separated by discipline. Files names shall match construction documents sheet numbers. Required Revisions 1. No comments. Page 1 SCHLITT e u I L n e® s December 4, 2008 St Lucie County ATTN: Lydia 2300 Virginia Avenue Ft. Pierce, F134982 Re: Permit number-0811-0264 Fax dated 12/3/08 — Review Comments To Whom It May Concern: -Sub summary attached. -Notice of commencement to be sent prior to first inspection, or at time of permit pickup if that is what you require. -Subcontractor Agreements attached with original signatures -Demo Floor Plan coming from Architect -They are on septic. I have included a copy of their yearly operating permit. -The area is being used for exactly what it was before, office space. No new business. It is simply a renovation. -We are moving the existing kitchenette sink around the corner. However the plumbing will be able to be moved without having to cut any concrete. We are also changing out the existing fixtures in both bathrooms. I hope this answers all your questions. Please feel free to call me with any question on my cell at 772-473-0154. Sincerely, Greg Sc - , President Schlitt B ilders, Inc. 1 114 17" Street Vero Beach, FL 32960 Plione 772-569-4999 Fax 772-778-7898 trnnvschlittbuilders.com GC License CGC052903 e UA UWARTNA rOF. IL 8H.0111` �Cnst tEt�LT Ana M. Viamonte Ras, M.D, State Su eon Annual Statement for Operating Permit (Septic Tank Program) (OSTDS Operating Permit - IM Zone) /ea turn Is s temant w the completed anndcatlon gnd feel December4, Y007... Zeroll Company O Ply P O Box 999 jJ=� FORT PIERCE FI_ 34954 Permit # Facility'sName Facility's Address,`Amount Due --- 56-OF-00283 : Zeroll Company- Office 3405 Industrial 31st St y155 FORT PIERCE, FL946 34. .... .... ., . ... ' (555)555-5555 Audit Control Number. 56-BID-731096 The operating permit for this facility will expire December 31st. The fee is due by December 31, 2007. If your payment is not received by the due date, you will be charged a late fee. Please complete the enclosed application, sign and return with the fee, if you have sold your business or are out of business, please contact our office at (772) 873- 4931. Method of Payment — Check MasterCard ❑visa Name (as it appears on the credit card) Phone # of cardholder Mailing Address of credit card statement Credit Card Number 3 or 4 digit code Expiration Date (This information will be blacked out after processing) (on the back of the card) Signature (required for processing) ST. LUCIE COUNTY HEALTH DEPARTMENT Environmental Health Division 5150 NW Milner Drive • Part St. Lucie FL 34983 (772) 873-4031 • Fax (772) 873-4893 www.st uciecoun eaith-com - T0'd T90T T97 ELL '00 1-10a3Z 3H1 Sh:ET t300E-t0-D3a NU41NESS SURVEY AN ATTACHMENT TO OH 4081 ~' ASSESSMENT OF WASTE HANDLING AND BUSINESS ACTIVITIES New: Renew.—)[ Application/Permit Number S(d -Q - 0499.7 Change of Tenancy/AmendmenC - your Business Name Busins Owner's Business Mailing I OccupaudnalUcense on MOW many employees will use fills faGliry What type and number of sanitaryHours facgWes be of operaiton win Urines--,2 available at this location: Anticipatedflow: gpd Based on ;� Hand. Washing $torts -��`_ Floor Drains p - -�-�— Uti dy Sinks 1 2-Compartment Sinks Equipment Drains(Describe) LaundryFaclittles ka partGrfridarmnttlsposal Commercial Dish Machines (heat sanflizing) Garbage f Can Washing Facilities Other(D (chemical santtlzing)' materials ...�� nr'whr Will taKe PISCe at your business ICCatlon (i.e- handled, amount of wastes generated, equipment used in the process): Irst any chemical Compounds routinely used in your business: Attach Material Safety Name Gal or IbsJMadh AmL on hand Stdrag9 Mefttod Please list licensed Waste haulers removing wastes from your site. Company Name Jesaribe how emergencies, such as spills, will be handled at this site: raw Sheets for Compounds Used or Sic DlspOSal bte:.ad SIC Code Type of Waste Removed is the business awner, I understand that infdrmatlon contained In this appllCHIton serves as a basis for determining the suitability of d:e dnstte sewage dispmw .ystem to serve the business described above. Information contained heroin Is an accurate refieetion of the actl0fles which will be a::eaed an this site. I also 'Greg to perform any testing as may be required by this permit and collection & anaysle of samples w1I be done at my own emense by a state certlfled 3boratory. I at" agree to notify the County health department of the change in any material fact used to determine the issuance of ahis Gemtit 3usiness Owner or Agent's Signature: - Date fog- -)--U(O rroperty Owner or Agent's Signature: Date -- TO BE COMPLETED BY COUNTY HMTH OEPOK MENT: /111 monitoring be required: Yes_ NO^_ Sample location Compounds tot be examined: DER/ County Has Waste review required- Yea_ Ned_ Monitoring Fraquency urvey dlsa0proved Jnmy approved: _ By, Title CHO Da:a:_/_1_ - E0'd T90T T9V ELL '03 -P0daZ 31-11 Sb:ZT 800E-b0-93C £0'd �C101 ucr'ucrmewI UFHEALTH APPLICATION FOR ONSITE SEWAGE TREATMENTAND DISPOSAL. SYSTEM OPERATING PERMIT �Authodly-. Chapter 381, F.S. 3 Chapter 64E•8, F.A.C. Amended: RenewalpppflcaticnlPermR Number ,& Aerobla�_ Commercial IndustriaUManufactur(ng:_ ,. .GENE IiAL INFORMATi1". �...� r Property OwneC tr 7 -�'i.T _i L• _ v,. , f ac • u i4 'j t �J SIB: d!! = T1 aO, .Mit n1l a . •— Work Telephone - - y HGttna' hone Address of OttmarQS,� ttn..t mar Cily _ ' 'P -F Ownses Ag - - - - - - _. F� Agent'sAddress�✓ - _ ;•_ _ Agents0harr:• _ _-- w.._ .. ^ __.u_, ....3tate Cl y City . } � PropeO( Streel-Addrass:- ... —..Stet® F4—` ap�F9ilt Section: Rattgg; : pkmel- -• - --- -- Wt Block: Subdivision: Unit . EXISTING SYSTEM INFORMATION Please camgqfete'those Items shown bell whiahare the above refareni�d . eppif",. , _the wriallhi; permittted onsite sewage disposal cyst rn serving.. propel lyr Onsite s'eweg�r„Trastrnentand Dfspoeai System Constnlc6an Permit•Number rim— Septic Tenk(s)AeroWc Unit--- - i enpon&.'�.Graaae7repta capons `_, -. Dos ing'Tan k . Ham Dralrfleld size is _square instal din' a: 7,81andarcYsubsurfaca --�- --- -- �- ., ... fllted mound system The dralMield layout L9 th tlbnchea ' np6oit .meter. "(descrfber"� Onsite Weli�--Y�_ No- --• - System:Setbaaktd'Wells . - ---R Estimated sewage flow into system loallGnsJDay ' ... - - Square Feei Number of businesses or -dwellings (circle one) which are being served by this onsite sewage disposal system Additional Comments: COMMERCIAL/INpUSTRWLIMANUFACTURING FACILITY Please attach a business survey form for each business which Is or will be served by the onsite sewage disposal system. Briefly describe the type of activities that will be supported by the Grafts sewage system serving this property. What is the zoning designation for the property'. Give a description of the zoning and examples of approved businesses In this type of zoning: AEROBIC TREATMENT UNIT Dat erobic system installation approval. Is the aerobic treatment unit adtsr the ma acture s r warranty? Yeses No Aerobic Unit Manufacturer. Type of Aerobic Unit Class I: Class II: 0 Gallon Capacity. Constructon/Installetfon Permit Number Are mu �ic units used on the site: Yes No Is there an active service agreement on the aerobic treatment No Please Attach a Copy of the Agreement If. yes• when does the service agreement er Ir ��� Who is the authorized service cc roviding maintenance to your unit? Company Name _�- Phone Number Address City�State Zip — I hereby Certify that the above inkrai"on ra ao:saate and a all of the actual condltlon3 erladng an the above referenced property. I undemand that any change of Occupancy or tenancy at the above lotatlgn vd0 require me to file an amendment to thra operating pemdt Applicant's signature: Application Status: Disapproved: Date! / - Reason BY- - Title: CHD Approved: _ Date /_J By: Title: CHD ^u,--. £0'd T90T T9p-ELL '00 110OZ 31H1 9b:ET 800Z—b0-03a - tln-L STATEMENT - CUSTOMER COPY - Account Number '71223900-156651 Customer Name `THE ZEROLL CO Service Address 3405 `INDUSTRIAL 31 ST Days in Billing Cycle 28 Rate Date of Last Payment Received 10/03/2008 Amount of Last Payment Received 756.24' Date Meter(s) Read 10/16/2008 :.-...: .. Bill Date 10/27/2008 EL E28771 C 1 18154 14732 - 3422 3768 5.84 WA W48844723 C 1 '= 1522 '' 1509 13 25 '•' 26.69 "POWER COST ADJUSTMENT "` 11` ST LUCIE CO FRAN FEE (OUTSIDE) ELEC GROSS RFQ&� ,—�U ELEC SURC GE..000TSFDE WATER,'SURCH C,�OM (OUT -IDE ieY- i P .n >... <:t �x w r , C q a 3 {`'M3aT.�� p��! '.._ z'v��4��.,._�✓ ... �.\.,,,ter" ,�'�y «?"'d., N V M Call 1-800-432-4770 before digging near or around gas meters PCA and PGA are charges to recover FPUA's wholesale cost of power and gas, respectively, FPUA does not profit from PCA or PGA charges. 337.67 62.44 184.79 ' 27.82 -13.37 . 20.48 is.61 662.18 Property Appraiser - St.Lucie Coll FL Page 1 of 1 PROPERTY RECORD CARD Tommie LLC Record: 1 of 3 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification 00 Site Address: 3405 INDUSTRIAL 31 ST Sec/Town/Range: 29:34S:40E �yCIE ParcellD: 1429-501-0039-000-0 �r'' Gy Account#: 10142f Map ID: 14/29S Land Use: WRHSNG DIST t`^r Zoning: IL City/Cnty: ST. LUCIE COUNTY Ownership and Mailing Legal Description Owner: Tomaria LLC AIRPORT INDUSTRIAL PARK -UNIT ONE- BLK 3 LOT 15 (OR 696- Address: 1550 Thumb Point or 966: 3029-2174) Fort Pierce FL 34949 Sales Information Assessment 2008 Final Total Land and Building Date Price Code _ Deed Book/Page 2008 Final: 694400 Land Value: 158900 Acres: 1.22 10/29/2008 100 01 WD 3029 /2174 Assessed: 694400 Building Value: 535500 6/18/1990 175000 00 WD 0696 / 0966 Ag.Credib 0 Finished Area: 15072 SgFt 1/1/1981 20000 00 CV 0347 / 1921 Exempt: 0 Taxable: 694400 Taxes: 13229.06 BUILDING INFORMATION Exterior Features View: - RoofCover. ExtType: INDF- INDUS-FLEX YearBlt: Grade: Y_C - Commer C EffYrBlt: StoryHght: HF06-6 Ft Add Ht No.Units: Interior Features SA -Asph Shingle RoofStruct: 1981 Frame: 1981 PrimeWall: SecWall: GA - Gable BS - CB Stucco Bed Rooms: 0 Electric: MX - MAXIMUM Prminf Wall: DW - Drywall FullBath: _ 1 HeatType: FHA - FrodHotAir AvgHt/FI: STD 1/2Bath: 0 HeatFuel: ELEC- Electric Prm.Flors: CU- Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Oty. Units Oual. Cond. YrBlt. No. Land Use Type Measure Depth 1 4800-WRHSNG DIST 310 -Sq Feet 52978.5 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=142950100390000 11/26/2008 ArcReade r * am��J � � �" � ".$ °—a � ,. .eve a�?v. .. .gym A. a. a Z) 0 taxers 93 D TVC area 2 ❑ Sections ® R CountyBoundary OR El Historicstructures ED Ev) Address Master d ❑ Hydrology Names O O Road ROW Dimensions Ctt D Lot Lines @ D Block Numbers Anno W R5 Lot Number Anno Gj ❑ Parcel Dimension Arno W ❑ Managed Care Fao1ities OR 9 MuniripaliBes ej ❑ ROW T U Major Roads U O Streets 33 ❑ 19storic Sites i i, El HYdrolDgy SSI ❑ Annexatons w RI Parcels C7t ❑ Flood Zones © n Future Land Use U Q Zoning al ❑ 4Jlydxones Ltd ❑ Mobile Home Parlor GI ❑ Subdivisions II ❑ Solid Waste Service Arer Q G Major Water Gi 2 Zip Codes ❑ Aerials 2003 El ❑ Aerials 2006 0 •J CountyBase Wednesday, Nov 26, 2008 01:43 PM www.sunbiz.org - Department -f State Page 1 of 1 Home Contact Us E-Filing Services Previous on List Next on List Return To List No Events No Name History Detail by Entity Name Florida Limited Liabilitv Comoan TOMARIA, LLC Filing Information Document Number L08000087218 FEI Number NONE Date Filed 09/12/2008 State FL Status ACTIVE Principal Address 1550 THUMB POINT DRIVE FORT PIERCE FL 34949 Mailing Address 1550 THUMB POINT DRIVE FORT PIERCE FL 34949 Registered Agent Name & Address FUNKA, TOM SR. 1550 THUMB POINT DRIVE FORT.PIERCE FL 34949 Manager/Member Detail Name & Address Title MGR FUNKA, TOM SR. 1550 THUMB POINT DRIVE FORT PIERCE FL 34949 Annual Reports No Annual Reports Filed Document Images Document Searches 09/12/2008 — Florida Limited Liability View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List No Events No Name History Home Contact us Document Searches E-Filing Services Forms Help Copyright and Privacy Policies Copyright 02007 State of Florida, Department of State. Forms Help Entity Name Search Entity Name Search http://www.sunbiz.org/scripts/eordet.exe?action=DETFIL&inq_doe_number=L080000872... 12/3/2008 Code Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462.1578 ,Page 1 http:/Aw .stiucleco.org/public—worksipermitdng.htm Address: 3405 INDUSTRIAL 31ST ST City I State I Zip: FORT PIERCE FL 34946 Parcel # : 1429-501-0039-000/0 Jurisdiction: St. Lucie County Zoning: IL Lot#: 15 Block: 3 Permit Number: 0811-0264 ' Activity Type: Renovation Permit Type: Commercial Renovation ' CONTRACTOR INFORMATION Contractor Name: GREGORYA. SCHLITT Business. Name: SCHLITT BUILDERS INC. - Business Addr: P.O. BOX 650297 City / State / Zil VERO BEACH, FL 3296 ' REVIEWS AND COMMENTS Owner(s): TOMARIA LLC Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-778-7898 Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending 11/26/2008 2 Comment NEEDS NOC MECHANICAL SUB CONTRACTOR ON HOLD, PLEASE CHECK AGAIN BEFORE CALLING FOR P/U Front Counter Review Complete Audrey Humphrey 11/26/2008 11126/2008 Fire Department Review- Pending S. Notified for Pickup Pending Plans Examiner Review Incomplete Ed DeGennaro 12109/2008 tI .,/ 4-4 Code Compliance Division Review Comments 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 hftp://www.stlucieco.orgfpublic—worksfpermitting.htm 12/09/2008 1 Comment PROVIDE A LIFE SAFETY PLAN PER FBC 106.3.5(6) & TABLE 1015.1, INCLUDING TRAVEL DISTANCE TO A PUBLIC WAY 12/09/2008 2 Comment PROVIDE ADA COMPLIANT DRINKING FOUNTAIN PER FBC 11-4.1.3(10) & 11-4.15 & FBC TABLE P403.1 12/10/2008 3 Comment PROVIDE PLUMBING FIXTURE SCHEDULE 12/10/2008 4 Comment PROVIDE DIMENSIONS FOR ADA COMPLIANT TOILET ROOM. DOOR #9 MUST COMPLY WITH FBC 11-4.22.2 12/10/2008 5 Comment CONTRACTORS LETTER STATES PLUMBING WILL BE MOVED WITHOUT CUTTING CONCRETE, ' DRAWINGS DO NOT AGREE, IF THIS IS THE CASE, CORRECT DRAWINGS TO AGREE 12/10/2008 6 Comment PROVIDE EXTERIOR EGRESS LIGHT AT SIDE DOOR 12/10/2008 7 Comment PROVIDE EXTERIOR EGRESS LIGHT AT "EXISTING FIRE DOOR' 12/10/2008 8 Comment CORRIDOR ILLUMINATION MUST COMPLY WITH FBC SECTION 1006 12/10/2008 9 Comment ROOM LIGHT SWITCHES CAN NOT BE LOCATED "BEHIND" DOORS, SHOW LOCATION ON PLANS 12/10/2008 10 Comment ON PLAN PAGE E3.01, PANEL SCHEDULE SHOWS AHU (1 OKW) WITH #8 WIRING, MUST USE #6 WIRE 12/10/2008 11 Comment PROVIDE NEW CD SHOWING ANY PLAN CHANGE 12/10/2008 12 Comment COMMENTS MAILED TO CONTRACTOR AND OWNER Zoning Review Complete Lydia Galbraith 12/03/2008 12/0612008 TRANSMISSION VERIFICATION REPORT TIME : 12/10/2008 11:41 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.# : BROE5J278861 DATE,TIME 12/10 11:40 FAX NO./NAME 917727787899 DURATION 00:00:32 PAGE(S) 02 RESULT OK MODE STANDARD ECM Code compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34882 Page1 Phone' (772) 462-IM FS%: (772) 462-1578 httpgA wwxuucieco.orglpuhiic_werkslparrniaing•htm' PROP E-TYINFORMATI.O_N Owner(s): Address: 3405 INDUSTRIAL 3IST ST TONVIR[A LLC City1 State! lip: FORT PIERCE F- 34M Parcel#: 1429-501-003"0010 Jurisdiction: SLLuCie County Zoning: .IL LotO: 15 Black: 3 A_PPIXA-7I0N INFORMATION Permit Number' 0811-0264 Application Type: Building Permit w/o subs Activity Type: Renovation Other Activity: permit Type: Commercial Renovation Stories:' 1 Automatic Sprinkler Systam7 i CONTRACTOR INFORMATION Contractor Name: GREGORY A SCHUTT Fax Number 772-778.7698 Business Name: SCHLITT BUILDERS INC. Business Addy. p.O. BOX 650297 City I State I Zil VERO SO ChT, FL 3296. REVIEWS AMP COMMENTS Review Typp Status Reviewed 9v Date Stated Date %yrinlets Data Rele Sid Documents Missing Pending 11@612008 2 Comment NEEDS NOC MECHANICAL SUB CONTRACTOR ON HOLD, PLEASE CHECK AGAIN BEFORE CALLING FOR PN _ _ ...�_...,...._,._... 111vrt'iana 11124112838 RO A111 FORMICA-*- ASSOCIATES Inc. Consulting Engineers December 11, 2008 St. Lucie County Building Department 2300 Virginia Ave. Fort Pierce, FL 34981 Attn: Ed DeGennaro Re: Zeroll Building Permit No.: 0811-0264 Dear Mr. DeGennaro, Below please find Formica & Associates responses to building department comments dated 12/10/08 for the above project. Building Department Comments/Revisions Electrical: 6. Provide exterior egress light at side door. RE: Added exterior light fixture to side door. See plan E2.01. 8. Corridor illumination must comply with FBC Section 1006. RE: Added 2-way face to exit sign in corridor. Added emergency downlight to corridor. Emergency exit signs and emergency downlighting direct the path of egress. See plan E2.01. 9. Room light switches cannot be located "behind" doors, show locations on plans. RE: Moved light switches in equipment room over to be out from behind the doors. See plan E2.01. 10. On plan page E3.01, panel schedule shows AHU (10 kw) with #8 wiring, must use #6 wire. RE: Updated panel schedule to show #6 wiring for AHU. See plan E3.01. If you have any questions, please feel free to call me. Thank you,, Robert F, Formica P.E. Formica & Associates, Inc. (772) 770-6144 - FORMICA C.-r ASSOCIATES inc. Consulting Engineers December 11, 2008 St. Lucie County Building Department 2300 Virginia Ave. Fort Pierce, FL 34981 Attn: Ed DeGennaro Re: Zeroll Building Permit No.: 0811-0264 Dear Mr. DeGennaro, Below please find Formica & Associates responses to building department comments dated 12/10/08 for the above project. Building Department Comments/Revisions Electrical: 6. Provide exterior egress light at side door. RE: Added exterior light fixture to side door. See plan E2.01. 8. Corridor illumination must comply with FBC Section 1006. RE: Added 2-way face to exit sign in corridor. Added emergency downlight to corridor. Emergency exit signs and emergency downlighting direct the path of egress. See plan E2.01. 9. Room light switches cannot be located "behind" doors, show locations on plans. RE: Moved light switches in equipment room over to be out from behind the doors. See plan E2.01. 10. On plan page E3.01, panel schedule shows AHU (10 kw) with #8 wiring, must use #6 wire. RE: Updated panel schedule to show #6 wiring for AHU. See plan E3.01. If you have any questions, please feel free to call me. Thank you Robert F, Formica F:E:� Formica & Associates, Inc; (772) 770-6144 III FORMCA �? ASSOCIATES Inc. [I!1 Consulting Engineers December 11, 2008 St. Lucie County Building Department 2300 Virginia Ave. Fort Pierce, FL 34981 Attn: Ed DeGennaro Re: Zeroll Building Permit No.: 0811-0264 Dear Mr. DeGennaro, Below please find Formica & Associates responses to building department comments dated 12/10/08 for the above project. Building Department Comments/Revisions Electrical: 6. Provide exterior egress light at side door. RE: Added exterior light fixture to side door. See plan E2.01. 8. Corridor illumination must comply with FBC Section 1006. RE: Added 2-way face to exit sign in corridor. Added emergency downlight to corridor. Emergency exit signs and emergency downlighting direct the path of egress. See plan E2.01. 9. Room light switches cannot be located "behind" doors, show locations on plans. RE: Moved light switches in equipment room over to be out from behind the doors. See plan E2.01. 10. On plan page E3.01, panel schedule shows ARU (10 kw) with #8 wiring, must use #6 wire. RE: Updated panel schedule to show #6 wiring for ABU. See plan E3.01. If you have any questions, please feel free to call me. Thank you, Robert F-Formica P.E.- Formica & Associntes, lnc. (772)770-6144 ' - - BOARD OF COUNTY COMMISSIONERS DATE: QA5-I.2 r ST LUCIE COUNTY PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 NO. OF PAGES INCL. COVER: ATTN: RE: eej%-0 2�6A SENDER: l.U.dia PHONE #; �9--g s6a Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http://www.stiucieco.org/public—works/pormiffing.htm Review Comments Address: 3405 INDUSTRIAL 31ST ST City I State / Zip: FORT PIERCE FL 34946 Parcel #: 1429-501-0039-000/0 Jurisdiction: St. Lucie County Zoning: IL Lot#: 15 Block: 3 APPLICATION INFORMATION Permit Number: 0811-0264 Activity Type: Renovation Permit Type: Commercial Renovation CONTRACTOR INFORMATION Contractor Name: GREGORY A. SCHUTT Business Name: SCHUTT BUILDERS INC. Business Addr: P.O. BOX 650297 City I State I Zil VERO BEACH, FL 3296 Page 1 Owner(s): TOMARIA LLC Application Type: Building Permit w/o subs Other Activity: Stories: 1 Automatic Sprinkler System?� Fax Number 772-778-7898 REVIEWS AND COMMENTS Review Type Status Reviewed By Documents Missing Pending 11/26/2008 1 Comment NEEDS SUB SUMMARY 11/26/2008 2 Comment NEEDS NOC 11/26/2008 3 Comment NEEDS ELECTRICAL SUB AGREEMENT 11/26/2008 4 Comment NEEDS PLUMBING SUB AGREEMENT 11/26/2008 5 Comment NEEDS HVAC SUB AGREEMENT Front Counter Review Complete Audrey Humphrey Date Started Date Complete Date Released 11/2612008 11126/2008 Zoning Review Pending Lydia Galbraith 12103/2008 12/03/2008 1 Comment YOU NEED TO PROVIDE A FLOOR PLAN SHOWING THE EXISITING FLOOR PLAN WITH THE DEMOLITION PLAN. YOU NEED TO PROVIDE 3 SEALED PAGES 12/03/2008 2 Comment IS THE PROPERTY ON CITY SEWER OR SEPTIC Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1678 http:llwww.stlueleco.orgipublie—works/pormitting.htm 12/03/2008 3 Review Comments WITH ORIGINAL SIGNATURE. YOU NEED TO PROVIDE A SUB SUMMARY SHEET Page 2 12/03/2008 4 Comment WHAT IS THE NEW AREA TO BE USED FOR ARE THERE MORE BUSINESS GOING INTO THIS BUILDING OR IS THIS FOR THE EXISTING BUSINESS ONLY? 12/03/2008 5 Comment ACCORDING TO YOUR APPLICATION YOU ARE REMOVING EXISTING PLUMBING, THE BUILDING PLANS DON'T SHOW ANY NEW PLUMBING. TRANSMISSION VERIFICATION REPORT TIME : 12/03/2008 15:16 NAME : FAX TEL SER.# 13ROH5J320634 DATE,TIME 12/03 15:15 FAX NO./NAME 917727787998 DURATION 00:00:36 PAGE(S) 03 RESULT OK MODE STANDARD ECM BOARD OF COUNTY COMMISSIONERS DATE: Qla 6 ST LUCIE COUNTY 6i PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE *: (772) 462-ISS3 NO. OF PAGES INCL. COVER: AM: RE" c5t%-y Z,64 SENDER: PHONE-#:— L�'---�S�S OFFICE USE ONLY: DATE FILED: q REVISION FEE: -&b PERMIT NUMBER: RECEIPT NO.: ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 .462-1553 APPLICATION FOR BUILDING PERMIT RE`'ISIONS PROJECT INFORAIIATION 1. LOCATION/SITE ADDRESS: 3`(0 I /1-(6t(- '�)) 5 I 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS: 01V//Ac- `t)Pccl Ffc-&r(u0 Q4AA,6ff H-iin.(, C--aryvr� 3. 4. COUTR-kCTOR INFORMATION: ST. OF FL REGJCERT# BUSINESS NAME: _SGI-+LIf I� Qualifiers Name: ��ne C_ )cf ADDRESS: Tff _V b CITY:e.�w f PHONE (DAYTIME): J?IL VhS- V9 ARCHIT/E\GINEER: NAME: ADDRESS: CITY: PHONE (DAYTI3IE):— ST. LUCIE COUNTY CERT.= i LOeti_S . STA' FAX ZIP: P Building Code Compliance Division 2300 Virginia Avenue Receipt Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 http:/Iwww.stiucleco.orgfpublic—workstpermitring.htm Date: 30 January 2009 Job Address: 34051NDUSTRIAL 31ST ST Received By: gersteml Paid With: me Paid By: frank schilitt Receipt #: 0000067507 -ermh Number: SLC- 0811-0264 Amount: S51.50 :redit Cwd Number: XXXXXXXXXXXX0049 Check Number: Sign: SUBMITTAL PROJECT: ZEROLL Interior Office Remodel CONTRACTOR: Schutt Builders, Inc. 111417`h Street Vero Beach, FL 32960 DATE: r—/ -. —Drcembrx IL 2008 V MA"I'VIED G F.EV75`c AND RESU ? iiT ❑ REJECTED ❑ FURi IS9 AS CUiii.-"TED Corrections or comments made on the shop Inge during this review do not relieve contructor !'cm compliance with requirements of the drawings 'td specifications. This check is only for review }=:nerul conformance with the information given In cp•Pract documents. The contractor is respon- "a : conwming and correlating all gaantities riintensions; sclscting f,-.bricatfon processes ....: tachniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner, FORMICA & ASSOCIATES I I 'D . �z _ - V - Dynamic Air Quality & Cooling Systems, Inc. 1120 17th Street Vero Beach, Florida 32960 (772) 567-2185 FAX (772) 567-2186 TAG: NOTE: All dimensions are in mmfinches. SERVICE PANEL ELECTRICAL AND REFRIGERANT COMM 1E T CIGMYLES PLR 11 AlDAG CODES. 4Y11 SHOULD SL PLACID SO AWF IOY WE PATE WES Y01 Me Dn[au oY "IT' ADD SHOULD eE AT LEAST SOS IQ -I CAGY PAIL ADO ALl SUAIODMOIYO SXgOBB[11 OY IM SIOFS. Olx[1 IRO SIOLS OYA[SRICI[D. Printed from D152635 Rev. 14 MODELS BASE FlG. A e C D E F G H J K 1267 946 670 1 152 9B 210 lib N 2mod"s- C d 1 C&]/8 37.114 s4-114 Ire y6 6 &]/B 8-SB a39 S=4 2TTZ9048-SUB-102.02 4 ion Sp[a System Cooling —1 Phase with ComfortLinli II and Charge Assistrm 2TTZ9048C1000A Product Specifications OUTDOOR UNIT 00 2TTZ904SCI000A POWER CONNS.—V/PH/HZG) 200/230/1/60 MIN. BRCH. CIR. AMPACITY 25 BR. CIR. MAX. (AMPS) 40 _PROT. RTG. } MIN. (AMPS) 40 COMPRESSOR CLIMATUFF® NO. USED - NO. SPEEDS 2-1 VOLTS/PH/HZ 200/230/1/60 1ST STAGE COMPRESSOR R.L. AMPS Oa - L.R. AMPS 8.4 - 62 2ND STAGE COMPRESSOR R.L. AMPS Oa - L.R. AMPS 17.6 - 107 FACTORY INSTALLED START COMPONENTS@ YES INSULATION/SOUND BLANKET YES COMPRESSOR HEAT YES FACE AREA (SO. FT.) 26.37 TI1RF 1C17F (IN) A/R REFRIGERANT LBS. — HCFC-22 (O.D. UNIT) © 14 LBS. - 11 OZ. FACTORY SUPPLIED YES LINE SIZE - IN. O.D. GAS D 1.1/8 LINE SIZE - IN. O.D. LIO. D 3/8 CHARGING SPECIFICATION SUBCOOLING (High Speed) . DIMENSIONS X D N. r5tsR 7 EIG 1 (� 454 ET DIn- Ins-nxdancewiththe Alr-Source Un'Itary Alr ditoner Equipmentcenticotlonprogram,wNchis based on ART standard 2101240. OA Noted In aacordenCe will, ART standard Va. OO Calculated in awsmanco with Na0. ECo. Codes. Use only HACR dmuil breakers or fuses. OO Standard Ab — Dry Got — Outdoor ON This value appmximato. Par mono precise value We unit nameplate. - Max.I'mesr IengN 60 K; Map. Oh - Soothe 25 IS, Max lilt- Liquid 25 ft.Far greater length Consult refrigerant piping coRware Pub. No. 323312-0- I' denotes latest reNisbnJ. Or Tills value shown for Compressor FLUE on the unit nameplate and on this speallonlon sheet is used to compute Mrimum branch TITO a mitten and map. fuse size. The value shown is the branch circuit selection ""ant Q NO moans he 51M compareNS Yes means quick eat OF a0ngpnelLLt FaTC means payrrye tempereae m1ficient sinner. A -weighted Sound Power Level [dB(A)] MODEL SOUND POWER A -WEIGHTED FULL OCTAVE SOUND POWER LEVEL dB-[dB(A)] LEVEL dB A 63 125 250 500 1000 2000 4000 8000 2TTZ9048C1 74 52.1 58.1 66.8 67.2 67.2 63 57.1 52.3 Note: Tested in accordance with ARI Standard 270.95. (Not listed with ARI) 0 2007 American Standard Inc. All Rights Reserved Mechanical Specification Options General The 2TTZ9 is fully charged from the factory for matched indoor section and up to 15 feet of piping. This unit is designed to operate at outdoor ambient temperatures as high as 115°F. Cooling capacities are matched with a wide selection of air handlers and furnace coils that are A.R.I. certified. The unit is UL listed. Exterior is designed for outdoor application. ComfortLlnkTM II This outdoor unit contains the ComfortLinkT"^ II digital communication with 2 wire connection to outdoor and Plug-n-Play set up. Charge AsslstTM The Charge AssistTM indicates system Charge Status. Casing Unit casing is constructed of heavy gauge, G60 galvanized steel and painted with a weather -resistant powder paint on all louvers, panels, prepaint on all other panels. Corrosion and weather- proof CMBP-G30 DuraTuffim base. Compressor The ClimatuffO compressor features a 10 year limited warranty, internal over temperature and pressure protection and total dipped hermetic motor. Other features include: roto lock suction and discharge refrigerant connections, centrifugal oil pump and low vibration and noise. Condenser Coll The outdoor coil provides low airflow resistance and efficient heat transfer. The coil is protected on all four sides by louvered panels and has a 10 year limited warranty. Low Ambient Cooling As manufactured, this unit has a cooling capability to 55°F. Comfort Control ComfortLlnkTM II Control with Plug-n- Play set up and 3 wire connection. _ 5 • • • t � � if � f iA T � �� y M � • rr A� Y 1. ' '1 k4 � Fl ,. i ..1 i Y �» !t:. ,Col CERTIFIED � ; wARI Standard 10/07 0 TRWE° ,ana Abuslnessof Amedcanstandard Companles Thane has a policy ofconOnuous product andproduct datalmpiovementand itresewes the dght to change w ..haneoom design andspecitications wdhoutnodoe. TRANE° TAG: EVv I •A 9'.�4as, .- DISCHARGE OPEYI XG t SE[ FIG.I IIG.21 HEATER X.D. 5.16 �{ TOP YEW SIDE VIEW 2.01 BOTTOM VIEW F r BEATER J'11 ... zi GAS SE[ W IABIE LIQUID LINE Sn TABLE TEE3F49-SUB-1 B 1.64 1.6, t L PCUIT ORCAAFA 1.3B� ® ®• FIG. I �. 314-I4 TAPERED PIPE THREAD 3.48 nufe J ACCESS VERTICAL UPFLOW FI L Got Y .BB �✓ FIG. 2 MINIMUM UNIT CLEARANCE TABLE 0 CONBUSTI DL[ SF AYIC[ MATERIAL [LFAAANC[ I AFDUTAEDI IpfCOYYfX0ED1 SIDES D' 2'• FRONT BACA D• D• DIOC D• I• Dunn DucT 1•. OUTLIft ET • I• FOP THE FIASi 3 FT. OF OUTLET DUCT RH[X ELICTRIC NGTCAS ARE INSTALLED EXCEPT YODELS BAINIA H05. IA, A. AN)1A10 ARE APPROVED FOR U• PLENUM AND DUCT CLEARANCE IN iN[ UP FLOP COXFIGUTAS ION ONLY OX TIE-P MODELS. FIG.1 FIG.2 MODEL NO. J K J K 2TEE3F49A 4TEE3F49B 12.02 23.72 11.02 22.72 Flow R-22 R-22 R-410A R-410A MODEL NO. A B C D E F G H Gas Line Liq. Line Gas Line Liq. Line Control BRAZE BRAZE BRAZE BRAZE 2TEE3F49A 4TEE3F49B 57.90 26 24 27.12 5.90 8.02 3.21 1.48 TXV/NB 1-1/8 318 7/8 3/8 © 2008 Trans PRODUCT SPECIFICATIONS MODEL 2TEE3F49A1000A 4TEE3F49B1000A RATED VOLTS/PH/HZ. 200-230/l/60 RATINGS OO See O.D. Specifications INDOOR COIL — Type Plate Fin Rows — F.P.I. 4 —14.0 Face Area (sq. ft.) 6.19 Tube Size (in.) 318 - Copper Refrigerant Control TXV-NonBleed Drain Conn. Size (in.) O 314 NPT DUCT CONNECTIONS See Outline Drawinq INDOOR FAN — Type Centrifugal Diameter -Width (In.) 10 x 10 No. Used 1 Drive - No. Speeds Direct - 16 CFM vs. in. w.g. See Fan Performance Table No. Motors— H.P. 1-1/2 Motor Speed R.P.M. VARIABLE Volts/Ph/Hz 200-230/l/60 F.L. Amps - L.R. Amps 6.8 FILTER Vertical Applications Filter Fumished? Yes Type Recommended Throwaway No. -Size -Thickness 1 - 20 x 25 x 1 in. Horizontal Applications Filter Furnished? No Recommended Size OO See Note O REFRIGERANT (R410A) R-22 R-410A Ref. Line Connections Brazed Brazed Coupling or Conn. Size — in. Gas 1-1/8 7/8 Coupling or Conn. Size — in. Lig. 3/8 318 DIMENSIONS H x W x D Crated (In.) 60-7/8 x 28-1/2 x 23-1/2 Uncraled 57.9 x 26 x 21 WEIGHT Shipping (Lbs.) / Net (Lbs) 1881173 OO These Air Handlers are A.R.I. certified with various Split System Air Condi- tioners and Heat Pumps (ARI STANDARD 210/240). Refer totheSplit System Outdoor Unit Product Data Guides for performance data. OO 3/4' Male Plastic Pipe (Ref.: ASTM 1785-76) O Minimum filter size for horizontal applications will be based on airflow selec- tion and will be calculated as follows: Low Velocity Filter. Face area (Sq. Ft.) - CFM / 300 High Velocity Filter. Face area (Sq. Ft.) = CFM / 500 �RiEOI°pM pE.f�E01° 99'TrANOPPP1jO 99jSTANOPPP~ MID. ' I—. 2/4TEE3F49 WIRIN ATA A (Indoor Blower Motor Powered from Heater Circuit') 240 VOLT 208 VOLT Number Heater of Capacity Heater Minimum Maximum Capacity Heater Minimum Maximum Model No. Circuits/ Amps per Circuit Overload Amps per Circuit Overload Phase Circuit Ampacity, Protection Circuit Ampacity Protection KW BTUH KW BTUH No Heater - - - - 9 15 - - - 9 15 BAYHTR1405+++ 1/1 4.80 16400 20 34 40 3.60 12300 17.3 30 30 BAYHTR1408+++ 1/1 7.68 26200 32 49 50 5.76 19700 27.7 43 45 BAYHTR1410+++ 1/1 9.60 32800 40 59 60 7.20 24600 34.6 52 60 BAYHTR3410 000 1/3 9.60 32800 34.6 43 45 7.20 24600 30 37 40 BAYHTR1415 BRK 2/1 15.36. 52400 40124 59'/30 60'/30 11.53 39300 34.6/20.8 52'/26 60'/30 BAYHTR3415 000 113 15.36 52400 38.2 55 60 11.53 39300 33.1 49 50 SAYHTR1419 BRK 2/1 1 19.2 65500 32148 49'/60 50'/60 14.42 49200 27.7/41.6 43152 45'/60 BAYHTR1425 BRK 3/1 124.961 85200 44/40/20 55/59'/25 60/60'/25 18.73 63900 38.1/34.6/17.3 48/50'/22 50/60125 NOTES: ' Circuit 1/Circuit 2 (Minimum Circuit Ampacity for Circuit 1 includes Blower Motor Amps) + = 000, BRK, PDC 000 = pigtails, BRK= contains circuit breakers, PDC = contains pull disconnect IMPORTANT: Any power supply and/or combination power supply, circuit or circuits must be wired and protected in accordance with local Electrical Codes. SEE AIR FLOW RESISTANCE TABLE FOR PRESSURE LOSS WITH SUPPLEMENTARY HEATER. I i C J' C ,� T - ' I is c, c 2TEE31749A, 4TEE3F49B AIR HANDLER AIRFLOW (CFM) VS. EXTERNAL STATIC PRESSURE WITH FILTER OUTDOOR AIRFLOW DIP SWITCH SETTING EXTERNAL STATIC PRESSURE UNIT SIZE (TONS) SETTING SW1 SW2 7SW3 SW4 0.1 .02 0.3 0.5 0.7 0.9 LOW ON ON - OFF ON CFM 1050 1045 1040 1025 1005 10 00 (350 CFM/TON) watts 168 192 217 265 313 362 3 NORMAL ON ON OFF OFF CFM 1190 1195 1200 1200 1185 1175 (400 CFMlrON) watts 215 245 274 333 392 451 HIGH ON ON _ ON OFF CFM 1355 1360 1370 1365 1345 1325 (450 CFMTTON) watts 295 326 358 421 484 547 LOW OFF ON OFF ON CFM 1200 1205 1215 1210 1205 1185 (350 CFMTTON) watts 234 264 294 354 413 473 3.5 NORMAL OFF ON `OFF OFF CFM 1405 1405 1405 1395 1390 1290 (400 CFM/TON) watts 326 366 402 462 505 532 HIGH OFF ON ON OFF CFM 1580 1570 1560 1555 1550 1390 (450 CFMTTON) watts 429 458 496 573 608 547 LOW ON OFF OFF ON CFM 1405 1405 1405 1395 1390 1290 (350 CFM/TON) watts 326 366 402 462 505 532 4„ NORMAL ON OFF OFF ' OFF CFM 1600 1595 1585 1590 1555 1390 (400 CFM/TON) watts 444 475 515 593 623 547 HIGH ON OFF ONFFF CFM 1775 1780 1785 1740 1600 1450 (450 CFMTTON) watts 635 679 701 697 656 611 LOW OFF OFF OFF CFM 1565 1560 1550 1545 1540 1380 (350 CFMTTON) watts 427 458 497 577 609 539 5 NORMAL '.OFF OFF OFF CFM JQj 1 " 50 (400 CFMTTON) watts 1 21 HIGHOFF OFF ON CFM 20' 19 - 3- 1 5 30 (450 CFMTTON watts I i 5 58 NOTES: 1." Factory setting lija[sV,,. 2. At continuous Fan Setting: Airflow values are approximately 30 % of listed value. I- 3. For Variable Speed: low speed airflows are approximately 50 % of maximum listed v es 8 f 4. With wet coil, filter in place. No heater installed. "' ' -• •--- .,.<:_,.,. 2TEE3F49A, 4TEE3F49B AIR HANDLER -AIRFLOW WITH AUXILIARY HEAT (CFM) SWITCH SETTINGS SELECTION NOMINAL AIRFLOW 7-OFF 8-OFF - HIGH 16 M 7-ON 8-OFF MED-HI 7-OFF 8-ON t LO 1 50 CFO 7-ON 8-ON A + 700 CFM NUMBER OF RACKS NUMBER OF RACKS AIR FLOW CFM 1 1 2 1 3 1 4 5 AIR FLOW CFM 1 1 2 1 3 4 1 5 AIR PRESSURE DROP INCHES W.G. AIR PRESSURE DROP _ INCHES W.G. 600 0.01 0.02 0.02 1400 0.07 0.08 0.10 0.11 0.13 700 0.01 0.02 0.02 1500 0.08 0.09 0.11 0.13 0.15 800 0.02 0.03 0.03 0.04 1600 0.09 0.10 0.12 0.15 0.17 900 0.03 0.03 0.04 0.05 1700 0.10 0.11 0.14 0.17 0.19 1000 0.04_ 0.04 0.05 _0.06 1800 0.11 0.13 0.16 0.19 0.21 1100 0.04 0.05 0.06 0.07 0.08 1900 0.13 0.15 0.18 0.21 0.23 1200 0.05 0.06 0.07 0.08 0.09 2000 0.14 0.17 0.20 0.23 0.26 1300 0.06 0.07 0.08 0.09 0.11 Notes: 1. See Product Data or Air Handler nameplate for approved combinations of Air Handlers and Heaters 2. Heater model numbers may have additional suffix digits. PRESSURE DROP FOR ELECTRIC HEATERS HEATER RACKS HEATER MODEL NO. NO.OF RACKS BAYHTR1405 1 BAYHTR1408 2 BAYHTR1/3410 2 BAYHTR113415 3 BAYHTR1419 4 BAYHTR1421 5 i'T MINIMUM AIRFLOW HEATER MODEL NUMBER BAYHTR-- WITH AUXILIARY HEAT 1405 4.80kw 1408 7.68kw 3410 3415 1419 1920kw 1425 24.96kw MODEL NUMBER APPLICATION g,60kw 13415 NUMBER OF HEATER RACKS 1 2 2 3 4 5 A/C or Elec. Furnace 700 700 700 1400 1400 1400 2TEE3F49A 4TEE3F49B Heat Pump 1400 1400 1400 1600 1600 1600 *For upflow position only, minimum setting is 1200 Mechanical Specifications General — Blower coil units shall be completely factory Refrigerant Circuits —The 2/4TEE3F units have a single assembled including coil, condensate drain pan, fan, motor, refrigerant circuit. The refrigerant circuit shall be controlled filters and controls in an insulated casing that can be applied by a factoryinstalled non -bleed thermal expansion valve. in horizontal orverfical configuration. The "F"model indicates Coil —Aluminum fin surface shall be mechanically bonded an "Air -rite" model with 4.2 "R" value insulation and additional to 3/8 inch OD copper tubing. Coils are factory pressure sealing systems. and leak tested. This new line of 2/4TEE3F Air handlers provides exclusive compact size combined with simple 6-Way convertibility in sizes up to 5 Tons. The unit ships in the right hand horizontal configuration and converts to vertical upflow just by standing the unit on end. No tools required. Simple coil rotation provides downflow and horizontal left applications. The 6-Way convertibility provides you inventory benefits and servicefinstallation flexibility. The simple conversion provides opposite side access for installation and service. Units shall be UL listed. Fan — Forward curved, dynamically balanced and statically balanced with variable speed direct drive shall be standard, fan motor bearing shall be permanently lubricated. Controls —Low voltage terminal connections, fan contactor, and plug in module for accessory electric heat control shall be included. 2/4TEE3F models al2chincliddefoheck valves. I, One inch -washable Casing— Units shall have a rugged sheet metal and steel frame construction and shall be painted with an enamel c - a i e range of finish. Casing shall be insulated and knockouts for electrical falki- . to s. various slaging options, and power and control wiring. plug-in control wiring. Heaters shall fit inside the internal compartment. FIDE CO c U& us Trane 6200 Troup Highway Trane has a policy of continuous product and product data Improvement and it reserves the right to change Tyler, TX 75707 design and specifications without notice. III FORMICA IIII ASSOCIATES inc. Consulting Engineers January 29, 2009 St. Lucie County Building Department 2300 Virginia Ave. Fort Pierce, FL 34981 Attn: Ed DeGennaro Re: Zeroll Building Permit No.: 0811-0264 Dear Mr. DeGennaro, Please see the attached Specification sheets for the Light fixtures installed on the Zeroll Office Building. These revised fixtures and the new lighting layout meet with our approval as the total load (Wattage) for each office remains the same. If you have any questions, please feel free to call Thank you, - Robert F. Formica P.:E. Formica & As§ociates; Inc. (772)770=6144 a 3006 20th Street • Vero Beach, FL 32960 772.770.6144 • Fax: 772.770.6154 CERT# 00008818 zE�tac.0 RcofaDFG 0811-a��y Catalog Number FEATURES & SPECIFICATIONS Notes Type INTENDED USE Specification premium, high performance, static T8 luminaires provide gen- eral illumination for recessed applications; ideal for restricted plenum spaces. ATTRIBUTES Designed exclusively for use with T8 lamps, electronic ballasts and sockets. CONSTRUCTION Smooth hemmed sides and smooth, inward formed end flanges for safe han- dling. Lighter weight fixture allows safe, easy installation. Standard steel door frame has superior structural integrity with premium extruded appearance and precision flush mitered corners. Powder - painted, steel latches provide easy, secure door closure. Superior mechanical light seal requires no foam gasketing. Integral T-har clips secure fixture to T-bar system. Housing formed from cold -rolled steel. Acrylic shielding material 100% UV stabilized. No asbestos is used in this product FINISH Five -stage iron -phosphate pretreatment ensures superior paint adhesion and rust resistance. Painted parts finished with high -gloss, baked white enamel. OPTICAL Al2Ions features reverse apex technology for superior lamp obscuration and improved visual comfort. ELECTRICAL SYSTEM Standard ballast is electronic, thermally -protected, resetting, Class P, HPF, non -PCB, UL Listed, CSA certified ballast standard. Energy -saving and elec- tronic ballasts sound rated A. Luminaire is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required temperatures. LISTING Standard: UL Optional: Canada — CSA or cUL; Mexico — NOM. Specification Premium Static Troffer SP8 VA' 1, 2 or 3 Lamps Specifications Length: 48 (1218) Guaranteed'far one year against mechanical defects in manufacture. Specifications subject to change without notice. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: SP8 G 332 Al2 MVOLT GEB101S SP8 32 JAVOb" Series Number Door frame Voltage Optional SP8 Vwide of lamps (blank) Flush steel 120 10 One 3-lamp ballast t FN Flush aluminum, natural 277 GEB101S Electronic ballastlg%TND, 2 FM Flush aluminum, matte 347 instantslart 3 black RIVOLT GEBIORS Electronic ballast, 510%THD,rapid Not included. FW Flush aluminum, white Others start Trim type Lamp type IN Regressed aluminum, sails e. EL Emergency battery pack (nominal natural 300lumens G Grid 32 3ZWT8(48") RM Regressed alumin EL14 Emergency battery pack (nominal matte Cedalumi 1400lumens) F Overlapping Be re um, GLR Internal fast -blow fuse flanged 9 MT Modular fit -in white GMF Internal slow -blow fuse PWS1836. 6' prewire, 3/8" dia., 18-gauge, I Diffuser type clrcmt LP735 Lamped,70D-sedes,3500K At #12pattemacrylic LP— Lamped; specify lamp type and color A12125 #12pattemacrylic, 0.125"thick PAF Painted after fabrication (white enamel) RA125 #12 pattern acrylic, 0.125' thick, reverse apex SSR Specular silver interior finish (95% A19 #19paltemacrylic, 0.156"thick reflective) A15 915 pattern acrylic, 0.7 thick JP Pelletized and stretch -wrapped PC1S 1/2' x 1/2' x 1/2' plastic cube louver, silver only individual cartons; grid trim PC2S 1-117 x 1-1/2' x V plastic cube louver, silver y PC3S 3/4' x 31C x 1/2' plastic cube lower, silver CSA CSA Certified NOM NOMCertified NOTE 1 MVOLTmandard for 120-27TVapplications, 50-6g hz operation. Some options require voltage specified. Fluorescent Sheet# SP8-1x4 STAT-137 ` 5 !"A' Static Troffer, Straight Lamps MOUNTING DATA Continuous raw mounting of flanged units requires CBE and CBM trim options face Options). :)a:I:1 I -1i MT mL Modular Fit -in Trim with swing -gate hangers NOTE: 1 Recommended rough -in dimensions for F trim fixtures 12'a46' (role once is ♦1/0, -01. Swing -gate range 1-9/16' to 3-3/4', span 10.3/4' to 143/4. DIMENSIONS Inches Imillineeters). Subject to change without notice. 1- 4- 1/41 (64) 12 (305) 2-1121 (64) — 12 (305) PHOTOMETRICS Calculated using the meal cavity method in accordance with IESNA LM41 procedure Poor reflectences are 20%. Lamp cordigu atom shown am typical. Full photometric data an these and other configurations awilade upon request SPS 2 32 Al2 Report LTL12537 LUMENS PER LAMP2850 Luminaire Ef iiciency:76.3% Coefficients of Utilization pf 20% PC 800/6 50% 30% pw 70%50%30% 50%30%10% 50%30%10% 0 91 91 91 85 85 85 81 81 81 1 84 81 78 76 74 72 73 71 69 2 77 72 67 67 64 61 65 62 59 3 71 64 58 60 56 52 58 55 51 4 66 57 51 55 50 46 53 48 45 05 61 52 46 49 44 40 48 43 40 CC 6 57 47 41 45 40 36 44 39 35 7 53 43 37 41 36 32 40 35 32 8 49 39 33 38 33 29 37 32 29 9 46 36 31 35 30 26 34 30 26 10 43 34 28 33 28 24 32 27 24 Zonal Lumen Summary Zone Lumens %Lamp % Fixture 0' - 30' 1525 26.8 35.0 0' -'W. 2434 42.7 56.0 0' - 60' 3753— 65.8 86.3 — 0- - 90' 4351 76.3 100.0 90' - 180' 0 0.0 0.0 0-- 180' 4351 76.3 100.0 I� L/THON/A Lla"nivae An4VIwityB7andsCompany SheetkSP84A@2004Acuity Brands Lighting,Inc, 081Zi/D7 4-1/2 (114) Lithonia lighting fluorescent One Lithenia Way, Conyers, GA30012 Phone: BOD-853-7763 Fax770-929-8789 www.lithonia.com ST LUCIE COUNTY FIRE DISTRICT Office of the Fire Marshal IPlan Review 5160 N.W. Milner Drive Telephone: 772.621.3322 Pon Saint Lucie, FL 34983 FAX: 772.621.3604 THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION ISRENTLY ENFORCED. The Code Is based on NFPA 1 and NFPA 101, 2003 FllotLdiopeclfic edition. Jurisdiction: SLC M ermit#: B-08-514 Project Name: Zeroll Industries Building Permit #: 0811-0264 Address: 3405 Industrial 31st Street Contractor Schilitt Builders Phone # 772-567-1212 Contractor's Address: PO Box 650297 City: Vero Beach C Bus iness era 3B 93,491 1 State: FI Architect/Engineer: Occupancy Type: Construction Type: Square feet: Number of stories: Occupant Load: Zip Code: 32965 Phone # 772-567-1212 AS Permit: FA Permit: FFP Permit Access Box: Access Key Switch: NOTE 1. All revisions, including the electronic copy must be received prior to permitting. 2. The Fire Marshal requires 24 hour notice on all Inspections. 3. The respective Building Department shall schedule all final Inspections through the Fire Marshal's Office. 4. Failed Inspections require payment of fee prior to rescheduling of further inspections. 5. Penetrations through rated assemblies shall be of proper LIL design. Design criteria shall be submitted with the construction plans. 6. Fire alarm panels shall be located indoors within a controlled environment. 7. Plans and construction are subject to corrections in the field to maintain code compliance. An electronic version of the construction plans on a CD is required. The file format shall be .pdf only. The CD shall contain a sheet Index file. Files shall be separated by discipline. Files names shall match construction documents sheet numbers. Required Revisions ;c 1. No comments. Page 1 IV x." At WI IJ hAM! ' Product Review Affidavit St Lucie County. Public Works Department Code Compliance Division 54- The following products will be installed in the structure located at 34 U5 1WDUSLRIAL � I 5-r- Building Permit # Owners Name 2' +L - Owner's Address �✓LiOS u r.�I r. 3I � �r Contractor Contractor's Address Product 'Product Rated Design Pressures Manufacturer Model Number Method of Attachment Windows * Fill in the rated rviud design pressures fisted br the marnrfacnirerfor each product listed 1st Choice + (u o - (iO (✓GI 11APnc� Mullions fixed Glass 1st Choice Sk�-lights Glass (other) Butt Glass I Glass Block Sliding Glass Doors 1st Choice ...,, 2nd Choice~..,, Swing Type Doors 1st Choice /- Ss- c(,(,n em 2nd Choice .«"... Overhead Garage Doors 1st Choice -2nd-Choice .ate"�.. Roofing Material Asphalt/Fiberglass Metal Other Shutters Choice I have reviewed the above components and cladding, and have approved their use inme structure to provide adequate resistance to the wind loads and forces specified by current code provisions. Name: C-4-(ZI3 CT-A-U)rb1 ` COS Signature Design FirmG [a2. p Cert. No.- � rI �Sg7 _ ate: St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name — .- 6 Office Use Onh' Street Address t 7 S Permit Number Pr 1'I6 ✓✓ 3a Occupancy Type Constnrction T e Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifyKted been designed to comply with the applicable structural portion of the Building Codes c d enforced by St. Lucie County. I also certify that structural elements depicted on these ovi uate resistance to the wind loads and forces specified by current code provisions. Desiffn Parameters and Assi lions Use*0 ( e or complete the appropriate boN-) 1. Florida Building Code 2004 Edition ASCE 7-98 2. Building Design is (check one) Enclosed Partially Enclosed Open Building 3. Building Height: (S- Pf 4. Wind Speed Used in Building Design: 14 D 3 second gust. 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Lfne #1): 6. Average Wind Velocity Pressure on Exterior Faces of Structure 5tO PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure S8,21 PSF 8. hnpor tanee(Use Factor (obtain from Baitrng Code): 1 . 0 0 9. Loads: Floor 4A PSF Roof1dead ",k- PSF Roofllive PSF 10. Were Shear Walls Considered for Structure ',checkotra): Yes LTrr _(if >o, aE.ach es}rlar:atiors; C€xnurmous Load Path Provided (check one): Yes _ZNo (if No, attach explanation) 12. Are Component and Cladding Detail Provided (chntl, vu �'cs �ia _(',f ftti> attach 13, Minimum Soil Bearing Pressure: PSF As witnessed by my seal, I hereby cera fi tl a. w,o : r ,-- ; ,__,r-ti ,cu, sr-:_ - s ; €,:u_.., correct, to the best o. ues ;x, ,, �e6d -z_w Name: C ris cW �-D A -TA Cerfification #*-� i gs-7 [Seal Here] Design Firm CA Date: Zs DQ> ,,, SLCCDV Form 9 020-00 rev. 10/5/05 dmg FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS BUILDING DATA JOB INFORMATION Wind Velocity (mph) 140 Company ZEROLL Prepared By RAY REINHARD, P.E. Importance Factor 1.00 B. Client Name ZEROLL Exposure Category Internal Pressure Coefficient± 0.18 Um—�STRUCTURES INTERNATIONAL, LLC Job Description 3405 INDUSTRIAL 31ST:Mean Roof Height (fl) 15 Building 1 Building Width (fl) 60 Building Length (fl) 40 Roof Slope (x:12) 6 Job Number 25999 �L J� 7 ZEROLL Width of Edge Strip (a) in feet= 4 Copyright 2002, Structures International, LLC 1113l2008 F11A1+IEUAD MIAW-DADE COUNTY, FLORIDA METRO -DARE FLAGLER BURRING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) W. AW FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEVfA1Nu 1174vA/ Construction Glass Industries 7840 NW 62 Street Miami, 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 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 ibis 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 co Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 360 Aluminum Single Hung Win 1• APPROVAL DOCUMENT: Drawing No. WOS-04 'tled umi )9le Hung Window-L.M.I ", sheets 1 through 9 of 9, prepared by AL-Farooq Corp do 0 signed and sealed by Humayoun Farooq, P.E-, , bearing the Miami -Dade County on proval Stamp with the Notice of Acceptance number and approval date by the Miami -Dade atrol Division. MISSILE IMPACT RATING: Large d Missile Impact - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. -Misuse of this-NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.R. Director, BCCO NOA No 05-W15.02 Expiration Date: May O5, 2010 Approval Date: May 05, 2005 Page 1 Construction Glass Industries Cora. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05-04, titled "Aluminum Single Hung Window-L.M.I.", Sheets I through 9 of 9, prepared by AL-Farooq Corporation, dated 01/28/05, signed and sealed by Humayoun Farooq, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and -installation -diagram of aluminum single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080- 0323-04, specimens 1, 2, 3, 4, 5, 6, 7, & 9 dated 03/29-4/2/04, signed and sealed by a Vinu J. Abraham, P.E. C. CALCULATIONS o 1. Anchor Calculations, ASTM-E 1300, an , prepared by AL-Farooq Corporation, dated 12/28104, sign and aled youn Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Buildin ce Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.03-0415.13 for" Vanceva Composites" issued to Solutia Inc., approved on 12/11/03 with expiration date of 12/11/08. 2. Notice of Acceptance No.02-1205.03 for" Saflex HP" issued to Solutia, Inc., approved on 05/22/03 with expiration date of 04/14/08. F. STATEMENTS 1. Statement letter of conformance, dated 12/28/04, signed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 12/28/04, signed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-0215.02 Expiration Date: May 05, 2010 Approval Date: May 05, 2005 E-1 T � 1/z• (ly� aFur j C General Window Sections Cl I Daylight 3 9/16• Doing. Window Width Dnylight I Ll Dpng. ] 9/16' Vlndow Width Detemine the required design pressure fore given window opening. Cetamllno the capacity of the Window being used based on aim and glees types from Brodie 3 or A. Select an Installation typo (A, B or C) from Shoals S. 6 or 7 and determine Whet pressure it meets IT the voluas of the window (from Stop and the Installation type (from Stop ) meet or emeed the required Creation, (from Slop 1), the window Is } T neIOROtich SCrnWa (Refer to sheets 5. 6 dr 7 for sPocing infarnatipn) Window Witllh Inrox.l-- �mo:. H °E rSurrOEn L iOE AP05pd uvJt e (ontlannl) II I' QII--- S Typical Elevation ApprvxMuw.pbLaweh Rw FMdL �'�`y C, 5.1."S IR GI£ UNIR OR SbE PI SIDE CONBpNTI0N5 IIIIL�„V„LJIIII aF S.N./S,H. OR C Wm1 O1HER SIDE COMB COUNtt �,� APPROVED WINDon I MMI—DODE COUNTY APPROVED MUWONS IN eeiwEEN. M LOWER DmICN WINDOWS OR MUWCN APPROVN. au WILL APPLY i0 RE SYSTEM. • 1N6 PRODUCT H45 BEEN MO TESTm i0 WTRI THE REI1URDE Iu1ABDESIGNED K VIE MRIW BUII➢wC WDE WRUMNG HIGH VEtOtITY , idea ONn , HU i IM1RWT/NE ZONE 7 a:RUCIINwS WOW BUCKS BY OR ERS. MIIET BE MCHORED PROPTALY TO TRANSFER . PEr, S!'Sdre; LEADS TO THE STRUCTURE. ANCHORS SHAH BE AS IISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBmMENT TO EASE W EFUA SH BE BEYOND WALL DRESSING OR SNCCO. Dplianol 15 PSF Water 80(. AdOplo( MCNGRGIG OR CONING WNDmORS NOT SHOWN IN THESE OVA,, Can not be o,ed with lock type Q • ME NOT PART or THR APPROVAL. FEB 0 d 2D05 A ODa NCRGRE IN. RyaIE SIm55 WAS USm W pSSION R ANCHORS. Q all �� J , 1s drawing Pa. W05-04 0 0 F--3.572-7 1- 8 L fi00-Frame Head 608J-ifi Bill of Materials 601 -Frgme Sill fiB6J-i6 CA a fi02-F/ems Jamb BC6J-06 1.]]6 I V01—j .DB6 � h' .08D GW R n o aS 6G46OfiJr'i6 Roll 6J56 6Jetlfilntk4. O6-Nov;ng inecM U g � E afi O �:I• 1.8z0—j Oama� A X W'MaIdY vraar 4 M. r 607_5i Rail JI 60BJ-T-T6 ay 3 O Rem No. Part No. 0uen II rfpfon -edal Menulacturor/Su tier Remarks 1 W23201NG Wool Pile with Center Soft Fin Gra Pile Uluafab kc. 2 C04B12P As Re 'tl. PlaeVc Bum er Guide 1 rota a Plastic Extrusions uilders Plastic Corn an Continuous at interlock 3 #146-4 2 Wee Hole Cover 4 N/A As Re 'tl. '7 5I18"thick laminated 91ess (see Glazing details for make-� a e roved Iola slevb Varies Ann/Armor HS/HS or TemD/femp 5 WA 1 Com late Screen AlumlMo 6 CGF615C & 616C 1 or 2 Comhination Egress Lock and LRVPulf Shoo with 2 #8x6/8"FH SMS TJOc Cuslo made for CGl 1 @ wdw'e, 28" wide and smeller/ 2 @ wdw's, over 28"wide 7 A30700 8 C30705 1 or 2 Optional Sweep Lock & Keeper (Replaces Zinc T 1 @ wdw'6. 28"w'ide and smaller / 2 @ Item a attached with 4 #6 x 5/8" FH SMS er e wdw's. over 28" wide 8 18.11•X1C-100 1.or 2 Opucmu LIR/Pull (Replaces Rem 8I attaches One T 19 wdew'sw's. 26"wkle and smatter l2 @ with 2 #8 x 5/8" FH SMS erd e wdw'r 28" wide 9 CG4B14C 2 Tle Down BlockZlnc CUB fo I w/ (2) #,10 x 3/4" FH SMS into sash 8 10 Vedas 2 Block8 Tackle Tlit or S iral Balance Varies Varies 3 t)8 x t"FH SMS into frame Both balances can ba used 11 CG4617P 2 Balance Cover - alan PVC_ PrototypePies ns Protot a-1-1-lrvsione Located at to halt of each amb 12 14 CGI.618P 2 Vent Sto PVC Located at to ofembs CGI-613P 2 Fixed Vent Shim PVC Preto a Plastic Extrusions Located at to of fixed vent 15 CG461914 2 To Guide at stable Vent ion Custom made for CGI 16 CGV822N 2 Bottom Guide/Cli at erable Vent on Custom made for CGI 17 C%620C & 621N 2 Carrier S stem Inc Custom made for CGI O Venal- Balance attaches to It 18 18 WA 16 Vent Assembly Screws S/S Varies #10x11/4"PH SMS 2 ercorner NIA 12 '0. Frame Assembl Screws S/S Vades #10x11/4"PH SMB 3 per corner 20 CG43aev As He Vin I Bulb PVC Protot a Plastic Extrusions 21 GE-1200 As Re 'd. SWcturel Silicone Silcone 3 Silicones GE-1200, GE-2000, MAW Q. BIB 11_g I3y il�Il W G .778 609-012g. Bcad !Ii�QQ �' In bn m L_ a4 ZLL L S 0H� .135 m = I c 1 I I^ 6-W .r fit l�.21TIS ,�ITIII�I�1 k'lik drawing no. W05-04 YSN •wx:YL. •w 75:YSs •w SS:Ysdkp'6.m �a 9 • S � o � c m t•1 a8u u'P .Y. 1OS 8��mgggg�g Fwe > 3 z > m:. e�m u bo u �o b} b:•me� - S y oI$88�$.8888$eo88888$8$ 088814 8880�� mblo'u im - - - -3 3 tv o 80 oS$8pmo8ePS88888ob:bb omo�C'm` m ma b mla b 8 8 8 8 8 0 ... + Im `i m o m o b a'S�o 0 o bolo olo o b o o m o b o o a m tl b s • - S .io m b slEiisItP! m m $m m u.b b b m S m " F O a ` m 9 N g�0000g$m =6b. mob E �I- - - - o m - ' ' - c 3 m =�o bIo m o a o m i0oa A 7)C FNy b xz� - aooroT m F�A z'^xm n ocao m D M?A m N F A 0 p �o+ m O AAT a>0 2 9 s a n Fail ID 0 N is V. may.\, m �'.\., m mY r\., m aJ ru3.•c o waio $ 8 a NI±888y$8=o18i8V �I$IoS88888%vo?� a; I �a� is Dix o gl -'a m - N 2 - _ - * r w i e b i m o +Ia'u o �.•v f_ o b R e j 818 8 8 8 in a 8 8 8 9 somYsoOmuV��i blb ogogo'=.ov000e o o b o m m o 0 8!8S8$8S8o88o8�8,00808$8$?8�T - 000-aio "d.o 'oo'aCm .3 120' MA . g0zi n m height n c Q o 1 B a I� g 10 Equal Equal wlv]INRMO DN GLASS IND. CORP. yy 7840 .W. 52 nd STREET MTAMI, FL. 33766 i n' T}a41 1-� 90 FA%. (y51 �S]-25Cf V2' Min. Glas9 Bite o 2 a• N l/1 • N Z y 3 'o m n ru Doom _ Ni00 � 9,ova � omm � m molnln m ao a;o x om N n_ `a m u 1/2" Gl..s Bite �� c1 3 N u =N �3 ~ 3 o m D - � � W OL(nN \ OO'OO \ OI'I f'1= N m ONN m boom xaoa -� io00 0 �n'3 v y_ 0 ial- n a vl ON m A 0 0 ads N oI�_ o e n = 1 0 A o rt m INi eo g n i i 2 \ \ m AL-FAROOQ CORPORATION �(-- ENGINEERS, P NEP k PRODUCT DESGN Ida 1235 S 87 AVE MMI, PLDRlI M174 II qC Oe i C L oa n &•Vm o$N$gwom8-m gI 8EY8L e.,e oa mvo 88g8'g.889$ geoP$$8�og�lo8$888?'�0 -e �Z aau o b b T I g EoSo Guoow Yu 9 m �gPb bib u a $"vo-e$o u' b o 6' i L o o .a^ b N 0 e e o o p$ o 0 0 orb 'I M a b b b b i� o olo ola e L o o e o b o o b e e ego .451111111 03 mT�Y,."y PYY "P�g N 0\ •G�.• .e A o �n �m [ O 5 n q a dx9 D` eS86y o $ $ $ eo l8 $ $ $ e $ $ $ $ $ ? C ale o p $ G y3 1/2- Mln. Glass Bite r_.- O n_ _ _ j1lA1VMINUM SIHCLE HUNG WINDOW (EMJ.) I AL-FAROOQ CORPORATION ) I -`� ENGINRRS, PLANNERS & PRODUCT MIGN Ila„ --- — I CONSTRUCTION GLASS INO. CORP. j 1235 5W 67 AVE ✓'j' _7 7840 N.W. 62 nd STREET MW.11, F i17 3]I]a MAM1. FL 33166 - �— —i Ta (SG) 59]-9590 FA. ( 1 a 99 I I L (]6) 261-BI00 FA (l05) 7811 3� Installation Type „A" IMPORTANT NOTE: w/ I v a Beveled PT, Wood Buck Wood Bucks must sustain foods Imposed by glazing " e system and transfer Buck bad in P•x . them to the buifdina sealant (lyP) —7—\ a•� .' structure. 1/4" Dia. Flat Head Tap -Con Screws (or equal) Optional Pre -Cost Siff ¢aloof - (tyP) E O o a E D 3 1/2' n I 2 3/a" ANC(l 14' DW T"CONR INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y Woo BUCKS INTO MASONRY 1-1/4" MIN. EMBED Imo CONC. OR MASONRY DIRECTLY INTO MASONRY (I.E. PRE -CASs SILLS) 1-I/4" MIN. EMBED INTO CONIC. OR MASONRY 1/4' DIA =-- 501 DRn NEI SCREWS Imo METAL STRUCTURES (STEEL OR ALUMINUM 1/0' MIN. THICK.) STEEL : Fy - KTSI 3S MIN, APP. exevpiv2^lRrdr ALUMINUM : 0 36 MIN, 014 SKIS M lot Imo APPROVED MULLIONS (1/6' YAx, SHW SPACE) Rtt.d 0 flax `v"� 1 x 4 Beveled P.T. Wood Buck (typ.) Values r [net Lion Type "A" apply to the following installation types, with maxim h' sp Ce 1/4": 1- Using Cod bucks, min. 5/8" thick, 2- Directly into - ry, without the use of woad bucks. 3- Directly in r aluminum structure min. I/e" ick and using #14 Teks or SMS, Structure must be designed by others to sustain the loads imposed by the window. E" S' u, t 8 1'8 drawing w05-04 •n d ZOOS �_-.— I sheet R n1 O a Installation Type w/ 2 x d 8nveled P.T. Wood Buck •: Buck bed in .ro o' sealant (typ)• i lant (typ) B OE d 3 \ " •<2 ;nA3 3/4'2 x 4 Beveled P.T. Wood Buck (typ.) O Optional Pre —Cast Sill Optional Non —beveled Wood Buck (dotted) nstallation Type C based nn woatl pnnntration only using I x a or 2 x 4 wood hocks Buck bed in sealant (tYP) Snalanl 1/4" Dio. Flat Head (lYp) E Sheet Metal Screws or 1 /4° Did. TaO_Can Fasteners O E r � V I x 4& 2 z 4 P.T. Woad Buck (typ) See Installation Types A" & "B" for i x 4& 2 z 4 P.T. Wood Buck Styles ` IMPORTANT NOTE: \ Woad Bucks must sustain loads imposed by glazing • system and transfer them to the building structure. B & � ra„d. w61tle aw 1 Min. ® 11h Total lal WoodM Penetration Oplionnl �/B\ seolonl� Non —beveled a1V31 Wood Buck (dolled) cA&Sete loll dmwina no EB'0 h 2Bn5 W05-04 8 E e 0 e o a m. • EE4�0 may I® 'u p mmi ulb _I- u �Im m R L ± _ e �ImlwGl.^°''Iv ('^ v `Y.,q:�Sm.`,.e:YYS*m `,, iS:YLS`NSS $�Nm•:Y6Gmuk:YS ;owk:3: z - � S oa 9 0 m 91J.$ olilm _ mIb 6 6. S o o p o- o4bLbb o e �'o c�_ v i +r I n 1 n Pj t D'� t �i FQv CONSTRUCTION CUSS IND. CORP. 7840 N.W. 62 nd STREET MNMI, FL 33166 td- (505) 595-4 FAk (Sc6) 595-6593 ENCAEENS, PLANNERS $ PRODUCT DESIGN lA 1233 SW 87 AVE f MMI, F ORIDA M174 J N f E E Vertical Mullion Performance Tributary Width = W1 + W2 2 For Window Perrarmapce, refer to sheets 3 or 4 $I c Multiple Opening (2 or m re v;ndo.eJ w/ 1 screw on aeach side of mullion Standard InetalIal;on t' x 4' x 1/8" thk. Aluminum Tube Mullion (unclipped at ends (Mull length - Wdw Height — 1-) #14 x 3/4' FH Take or SMS Multiple Opening or mare wind. a) w/ r screws an each Side of mullion .ad installation (• � pddifidlo be drilled by Installer) (typ) D I' x 4" x 1/8' thk. Aluminl Tube Mullion '(unalipped of e (Mull length - Wdw Width — FEB 0 4 Y00s I � Horizontol Mullion Performance For Wind,, Performance, refer to sheets J or 4 54 z m':ial:m o a oZ e J/ f(IQ x I' FH i'j �r Ili �' MH I Sealant �� Tais or SMSi'-:--.----;r b —� •,I1 IIj a o � n �.._J rT aiS��anm Suanl'an — E Qa6` 1 Pvol p '� O C a moo pI a —E—I S� z r USE THESE SW9CLS i=l0 TO ACCESS CHARTS i� Z G m R ON SHEET 9 q n ^ 8 Of �3LLn j Z �si Z� r.IIIi--, ki r •wWMnwffiYo no !lali�'l dnbwing no W05-04 U1=iBg� hVi9iMe: no °g (ILUN�IWN SINC([ NUNC WINNW (LNJ.�1 AI.-FAR004 LORPORAR7 )N l --� EN61N a 0 n _ _ j� C<7NSfRUCTIDN GlA$9 IND. CORP. �I t235 ye�NERS h PROONCT pESiCN I1 _ __ 78W N.W. 62 ntl SIR f F u r EEf II NIAVI, RIDA 3 9J 31 ){ •/( V 1[L (305j .3-63. bnm —. - III lEL (305) ]6�-BIOp FN(. (.SpS) 3a3-69]e Florida Building Code Online rage i or v BCIS Home Log In Hot Topics Submit Surcharge a) Product Approval USER: Public User 11t� Stabs & Facts Publications FBC Staff acts Site Map Links Search c Product Approval Menu > P hi 'k e• Application Search > Ammon List > Application Detall ,- -- f- FL # FL8394-RO Application Type New Code Version 2004 _ Application Status Approved Comments Archived Product Manufacturer CURRIES Address/Phone/Email 1502 12th Street NW Mason City, IA 50401 (641) 423-1334 Ext Authorized Signature LIVAn het n kras oorgroup.com Technical Representative Von Kraschel Address/Phone/Email 1502 12th St NW Mason City, IA 50428 (641) 423-1334 Ext 2990 nelson.kmschel@doorgroup.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Underwriters Laboratories Inc. Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr apt) dti-aspx?param=vGEVXQwtDgsKGahiApskL... 11/25/2008 03/12/07 02:58 PAX 8475096395 U.L Inc. fb 002 CURRIES Nnrthb"ok airislon Unde nffiters 333 PFlFA00 �g Product StimnLar Northbrook IL IL 80062-2D96 USA fi i.ab�e��oeies Inc•m t84 tehl:1 72 272 6800 (a.: 1847 472 01 General information I —4CuslOmx �.nnra: t 077 B54 3577 1) Product is qualified for Large and Small Missile Impact unless no 2) Not approved for Water Infiltration unless noted. 3) Product meets the requirements of the High Velocity Hurricane Zone. 4) Substitution of hardware components must be in compliance with the 2004 Florida Building Code. Haruware Assembly Rating size Door Door Notes Ref. PSF Opening Series Face Hardware Sargent 10 Line or 6500 series Cylindrical vrl Sargent gas Anemostat FPL2 9 C12_) Dead Boar and IM 3(d0 (12'� A 5o 8'o" x 8'0" 707 Louver surface bolts an each teat Louver per Leaf B 572 i 4'0" x TO" 747 Flush Sargent H Chan Pint exit Sargent 8200 mortise vd Deadbol[ 12 Ga Minx 1 B' and Ives 360 (12") Surface Batts Head Mint For C 60 6'0' x TO" 707 Flush on inactive leaf Surface Bolt 1 anchor pvr leaf In head @ 16" 62 8'0"x8'0" 147 Flush HC870D FAt Device on bath leafs from center S IF en[ a2011 Mortise, or Sa r 1 x 12" min112 1ntimeGyindRrat,orS dow, 24' x 32t72 3t0'xTO" 707 Glass Series ratwindow FF 7 Go Strike 80 3'D'x TO" 707 Flush S ent 0 Me ' t vice Reinforcement 85 3'0' x T0" 707 F erd 6 cad Lock 35 7 Go Strike H 100 3'0" x 70` 707 ent 8200 Mordse wl I7padhon Reinforcement Doors t - 1) Curries Embossed or. CURRIStain doors may be used when a 707 is listed. 2) Curries single doors as shown in the drawings are qualified as Outswing only. 3) Minimum 18 gauge (0.041') Cold rolled, Galvanized, or Stainless Steel doors unless noted, 4) Minimum 16 gauge (0.053) end channels unless noted. 5) Minimum 14 gauge (0.073) lock channel and binge channel unless noted. Frames 1) KD mitered or welded three -sided door -frames maybe used. 2) Minimum 16 gauge (0.053"min) &antes unless noted. L C �+ 3) Frame jamb depth 5-3/4" min, 14" max unless noted. r M �o 4) Face dimensions of 2" on jambs. Heads with 2" min - 4" max face unless noted 5) Minimum 7 gauge (0.171'1 lunge reinforcement unless noted. Thresholds and Weatherstrip n 1) Thresholds McKinney Products Part Nos. MCK177, MCK181, MCK2005; National Guard Parr. Nos. 803, 804, 896, 8315; Pemko Part Nos. 177, 181, 20 2) Weather-strips MCKS88, MCK303 (Use MCK303 with continuous binges) National Guard Part Nos. 160, 5050 (Use 160 with continuous hinges) Pemko Part Nos. S89, 303 (Use 303 with continuous hinges) An In dapen Dent Drg x nlza[ion working for a Stier world will) Inrng rlry. Yf CCl sign inn knt Wled9L. RD0445 03/12/2007 01:47PM 03/12/07 02:59 FAX 8475096395 LT.L Inc. Q 0(13 NombMak ®ieislan �g �d 13 Used 333 PAngsten Road BB� giY ,3-0 t—�C I aB ��b� 51 4' lmpacE Test Proce3ures I None wk It soosz-zoss usa 0 4 1 Criteria for Testing impact and Non -Impact Resistant Buil�asg Envelope r Y d q 1z1:1 847 272 B900 - Components Using Uniform Static Air Pressure. l + C ��� rap r 7 277z 5129 3) TAS 203-94, criteria For Testing Products Subject to Cyclic Wind Presg�aQAktAQ77 654 3577 Assembly A 1) Head Reinforcement required for surface bolt, Minimum 12 gauge 03• MAX— - (0.105") x 16"• MAX T 2) Surround Channel required, Minimum --- - - 14 gauge (0.073"). 3) Door Surface Bolt Reinforcement '•0�o' required, Miniarum 12 gauge (0.105"). 1 I MAX 4) Product does not meet "Large Missile I: s6 MAX j 1mpaCt". i [R it I LOUVER 5) Curries Mode1707door, 16gauge 0.053") minimum. 6) Latch Bolt and Dead Bolt required I MAX I� li 31 3//'�0 MAX w —48- '4AX-- 48- MPK r. EXTERIOR CLCVATION to W 52" MAX-- 48, MAX Assembly B 1). Curries Model 747 = lush door, 16 gauge (0.053"] minimum. 2) Hinge channel to be 12 gauge (0,11(y� minimum. 88- 3) Ribs to be 20 gauge (0.03T) MAX minimum. 4) Rim Fsit Strike reinforcement 12 i MAX gauge (0.110") minimum. __;___ I � I l EXTERIOR ELEVATION j An Independ Qdl Or6Aniz Atiu,i woo Rlnq ror a Eafer wolld RD0445 \. I i wlrn IntTorilY, oreclslnn and knonradoo, 03/12/2007 61:47PM 03/12/07 02:59 FAX $475096395 D.L Inc. �A� U d.e p$ S A 7S e rvt 1�v S 1RC.sa P4AX— �• 'iG• MAX —1 36' MAX--j EXrERi OR ELEVAI10N Assembly D 1) Curries Model 747 Flush door, 16 `\ i�too4 i Nmttlbmak IDQalston ! 3 Pfin � lei PA S 1) Head Reinfoleeme Rawim m ItsA surface bolt, Minmxwl123 gauge x 16" 1 ea7272seoo 7 B-Q!M272 8129 2) Door Surface Bolt 11AaNkf� 854 5577 required, Minimum 12 gauge 3) Curries Model 707 Flush door, 16 gauge (0.053") minimum 2) He—1oa MAX.— Head einforcementrequired, �'- -�•96" MAY — Minimum .. Minimum 12 gauge (0.105") x 16". 3) One anchor in the tame head per door leaf, 16" from center on pails, 14" from the lock centerline on SbWes. issuer) MAR 01 P.M. .ttvU..LtI13. fNC.O ,I i t or �MA i d Ind P MAX. i I I r--4e- MAXI._aa- MRF-7 EXTERIOR ELEVATION ! An iadepondent nrganizallon working inr a safer worlo with inic0i itY. precision End knkvwladva. i RD0445 •2,lop 03/12/2007 01:47PM 03/12/07 02:50 FAX 8475096395 U.I. Inc. DJ. 005 - ,1 { 110rtta6rrtSk t11YfSiUa1 'I Undert�writers � 36ftj23 Si OVQ hh e en bl` i 1) Minimum 12" x 12L1 M1q i4YdbR995z-zme USA, �L S I�Co4 tt Sla Maximum 24" x 3'`�i� .. 40' VAX - window. fw18472728122 1 i— 36' MAX —' 2) C`.umes Type 1, TyfM[!b;ec prP)L 654 i577 — ! vision light kit, 18 gauge (0.041') _ minimum. 3) Door surround channel minimum 20 l s j 88 gauge (0.032"). t 24" 32` 1 MAX 4) Curries Model707 door, 18 gauge I I j (; P4, I (0.041'')minimum. S.._ i N:AX j I I I j EXTERIOR ELEVATION i CO? Assembiv F 1) Weld perimeter of end channels together on comers of door. 2) Minimum 7 gauge ((1.171') frame strike reinforcement 3) Mortise Lack Reinforcement 14 gauge minimum (0.073") x 18". 4) Mortise reinforcement hinge side 14 gauge minimum (0.073") x 12"- 5) Curries Model 707 Flush door, 18 gauge(0.041") minimum. ISSUED II NlR01jPM �-40- MAX --I It-36' MAX ---II EXTERIOR ELEVAI f(JN X r.n indapa ndcnr or +Liza fia , f wojkfnd fnr a aafef Wdrld wirii in ld9 ntv, preciaiOn and Bnoriled9n. RD0445 I I I \ q r ) o'S j I I 03/12/2007 01:47PM 03/12/07 02:59 FAX 847.5i096-395 D.L Inc. r2J 006 ! {{ NorlhD7otaic Qdtision �S /{ i�5 � ✓vl 1—( 1) Weld perimeter of�� 2096 UsA S on �; together oncomersvm£. Qw. —40` kAX—� I� 2) Curries Model707I1iMdd1.018 36, X fm 184727261 �g gauge (0.041') muQqPssrv1c0: i B77 65a 3577 it MAXipx ! I I , EXTERLO L_EVAi1 N Assembly # 1i 1) Weld pc together 2) Curries 1 gauge (0 An in aup c Aai ni RD0445 of 707 Flush door, 18 S.0 9 tot F 4a° MAX NAX ---{{! EXTCRIOR EI EVATION X I I j I lea tlon I a king fu: n sa In wu:ld W Ia !araB flfy, Dr=:Is! on ur.d knowled9 e. I! �� 03/12/2007 01:47PM 03/12/07 02:58 FAX 8475096395 II.L Inc. 11001 Underwriters Laboratories InG.0 March 1, 2007 A&A Arnold & Associates; Inc. Mr. Ted Berman, P.E. Product Approval Administrator 1711 West 3e Place Unit 1207 Subject: Curries Submission for Florida Product Approval Dear Mr. Berman, ttOrthbmk nkt bn 2L's Pt,0�, Rai onttro7:, IL &&'062-2095 U$A +,0: 1 947 272 88X{ This letter is in response to a request from the Curries Division of the Assa Abloy Door Group to provide confirmation of the testing and certification of the Curries Door assemblies per the request from Curries dated February 20. 2007 The product did have the air infiltration testing performed while water infiltration tests were not performed on the pr All anchors shown on the enclosed installation i i ns a III as the product summaries certified by Underwriters La ratori W. have been successfully tested. Very Truly Yours, ®� ------------- Matthew Schumann Senior Project Engineer Fire Protection Division An independent ortianizalion workino for a safer wcr!d with inlegnly. precision and kooNleoge. R11HJ -v rr 03/12/2007 01:47PM ZGXI.R6666- Wind-.,i., Building Componcmx . hnp!/d3mbae.ul.com/Cgi-bin/XYV/¢mplatdL)SEXP/IFR_.24&vmioo�mimlc part i4=1073996376&mgmrn l(lof2)313200712.42:09PM ZGX1.R6666. Wind-msismnt Building Componems w/deadboit function ` TAS-201-94, TAS-202-94, ---- TAS-203-94 . 707 6-0 7-0 KD 1 Sargent 8200 Yes +/- 60 psf w/deadboltj TAS-201-94, function Active, f— TAS-202-94, Ives 360 Inactive TAS-203-94 707 3-0,7-0 KD Sargent 8900 Dade County; Yes +/- 30 psf r TAS-201-94, TAS-202-94, TAS-203-94 j------ 707 8-0,8-0 �---- KD ; Sargent 6500 ; i Dade County; i V 50sf No +/- p or 10 Line w/480 ! TAS-202-94 deadbolt & Ives -- 360 Active, _ 707 3-0,7-0 j KD * Weather stripping is Pemko 588. Pairs use Pemko 303 at meeting edges. All sills use Pemko 2005. Questions? Ives 360 Inactive Sargent 8200 or 10 Line; Sch ge 5 ies Notice of Disclaimer ASTM E1886 TAS-203-94 Yes +/- 72 psf Last Updated-on-2006-11-21 Page Top Copyright Q, 2007 Underwriters Laboratories Inc.O The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2007 Underwriters Laboratories Inc.@" hnp://danbne.ul.eam/egi.bin/XYV/template)LISEXT/IFR...24&vmioo-�=ionlms&pamnt id=1073996376&uquenee=l (2 af2)313/2007 12:42:09 PM 03/12/07 03:00 FAX 1 UUndamriters L Laboratorle5l Anchoring 1) Rough91 building 2) Anch6rin 3) Buildi6g framelas: 4) Anchgrs 5) Anchor e 6) Masonry 86395 11,1, Inc. Q007 Narthbm* Division II CU RRi�' S 333 PfingefEA Road � �„.� Nodh6m0'0: 1L 600fiF2096 USh tallation InstructioKs lei: 47 i ia: � 3?7 z72 8900 � lar:1 217 27Z B129 oisomu service:1 077 554 3577 materil by others, must be installed Properly to transfer loads to the are. jading .1 n1 -ons not shown in these details are not part of this approval - must be' designed to support and sustain loads developed by the door and and hansfer loads to the building structure. )e as listl" spaced as shown in the table below. mem toaase material shall be beyond wall dressing or stucco. Pine s-D& -, wire, welded ER A, wood stud, or steel stud anchors required, LAG I ANCHORS W/ MpX• 7T , OR MAX• Ut), 318 EXPANSION SPACING WIRE SPACING D SHELL ANCHORS TOSUT \ .WBD�M F ISSUED MA;t 01 PA tmrn.LAH.mrC,_0 4 An inoePeeddnl o Irstiun w6 king rnr a sulet world kith integrlry• precision and nnewled9c. � RD0446 03/12/2007 01:47PM 03/12/07 03:00 FAS 8475096395 11.1, Inc. �1009 I � ' enPiarth6ruak DBa@€lon ' bd IP Y 111tstrucotis n�critu,xklksoosz-2096t1S4 La DratlorW 4d i wa}v.°I.uom . tel; 7 841 272 6600 .� ira T OK --I f-- 0.375 far.:1 647 212 9129 PQLYGAF50N TFS& �\ w i�.� °rfl iutomef saivim 1. '6r76543677 v X�Q0.cIDCQi Faun \� i III fficumm CLAIM4APElkFJWF0."�D arar>Gssetii ; n n, a I f / xr: aaw�ns emn AsNEMO-� I r t I _tsx¢uewni o'r�csc�+v I /� I x--vrwait�m�scs�r+ 4�� °624 j;rifi e �ti�i"IiuYOF . ca.asssrrn o awaaa+sLe2a�ll�1174 gsNEn® ° xa stoP o1I a- 5 Curries hype I ision Light Kit Curries Type 3 Vision Light I(it �! 1) Before the ,lovable stops, check to be sure there are screws in every hole. Pre- drill les I v i a#36 b* here there are screw holes but -no -screws. R0ops. 2) Usiugla p mark al gatnent marks on the removable stops door- 3 Uns x 1-1/ t ' roar head TEK screws from the o� ops and remove the removble s. Keep screws. 4) App1y11 /8'� /2" clos� ell foam glazing t x 5) If there is 1 is release the foam e, p . lasti c release back about T' from chi w of the fog upe. a arolmd the fixed stop so it can be graspc�l aft lacing the I at the unexposed foam tape- 6} >f th is release�o g tape, remove the paper release before glazing. Spray he I red Eosin tag ith mild soap solution immediately before placing the poly c arbo on the ekpd9 foam tape. 7) Place glaziii hams, as needed, then set the polyearbonate on the foam glazing tape. 8) Adjusf the I ycarbou4 e,as necessary, to center the polycarbonate in the cutout 9) If the Mesa3 plastic,: rasp the free end of the plastic release while holding the polycdtbo i to keep imoving. Then slowly pull the plastic release off the foam tape tliat w pplied tq tl% fixed stop. 10) Appl Ij1/8' /2" clos cell foam glazing tape to the removable stop. 11) If theie is f it 'c release the foam glazing tape, pull the plastic release back about T' f oynni- eh- I of the-fnar tape. Pull -the plas8c release around the removable stop so it can be gi lspedplacing the iemovable stop on the polycarbonate, 12) If therle is release) ot� the foam glazing tape, remove the gaper. Spray the exposed foam tape a mild 'soap solution immediately before placing the removable stops against the I ycarbonate! 13) Us' 'the ent marks, position the removable stops against the polycarbonate. 14) ImUll land ten the 6 I 1-114" oval head TEK screws in the removable stops. Be earefd� not to bv 15) If the rele�a§e plastic,".isp the free end of the plastic release, and slowly pull the plastic t'eleage offi� foam tae at wag applied to the removable stop. 16) Usingi#he i Corning t5 silicone or other high quality silicone, apply a cap bead over the closed I , foam to ie n the exterior side of the door vision light kit. l i An in°e,ero=jn, o� Oeallor, i�ro Ckfng for 5 eater world will, in[E9r1[P. Precis iun 2na knewled,e. IZD0446 I. 3� II j� 03/12/2007 01:47PM 03/12/07 Oa: 01 FAX 6475096395 Lr L Inc_ O10 / I G j 45� I ti i I bmrih6roak Division 333 Pfiook, IL 600 �Sl S CtWnS Northbrook, IL 60062-2C96 USA Laborat®ri0 °� I nnv.uttom N I I 61:1 647 272 88DO j i fm 1 a47 272 WT j oszs CLDlhrtlar s�ice:1 877 6:;4 3577 P.6LA• - GLANG V 0T -RS a.4n' - 1 bra• Jc �rz• aasED CELL Foan , 1/a• XjUP2!ICLOSED CELL FOAM 0.1876' /r CLA71NG TAPE USED ON FOCED 0.1 5• GGlVA��WG'TAPE USED ON FlaFD O.�r �L�'I� / At REMOVA2LE SUPS AND pfJDVASLE STOPS 1! I / GIASSIAM(NEBULA GLA ) GL4($(SIIU1R UtAGIAss) I / LAM7NAT GL ASSEMay II LAIR NAiED GLASS ASSEMBLY J 95X1�7 O`1ALNPAD KSCREW AX1-1H OYALN BO TIX SCREW j —PET FLAP I I! P� FLAP :•W' I �s to GLA GSNIMS GLASS STOP • I• GLASGSTOP ASNEEDED GWJNG SNIhfS I II C3 7 pSN�OED DOW G995 II 1 DOW CORNING 995 SDtU LS=NIE 1 j SLRUCTURALSUCONE Carries T 1 l.ighIt Curries Type 3 Vision Light Kit ff 1) Befor I; remC e r novable stops, check to be, sure there are screws in every hole. Pre II drill holes wjL a #36 Eat where there are screw holes but nos Do not remove stops. I 2) Usingja penp mazk afi l ent marks on the removable st a door. 3) Unscrew do x 1-1/4"val head TEK screws from a stops and remove the rem o�abIns s. Keep: e screws. 4) App1yI1 /8' /2 - clos cell foam glazing s op. 5) if the is 1I I: c Tel on the foam pe 1 e plastic release bank about 2" from etch a i of the foam tape. lash a aro-Lmd the fixed stop so it can be gasped lacing tl% on exposed foam tape. 6) If th I` is p cr release) o mg tape, remove the paper release before glazing. Spray�the sed fo vvi a mild soap solution immediately before placing the I Glassiam c a exposes foam tape. 7) Place Igi shims, Emp u ed, then set the C,taeelam on the foam glazing tape. 8) Adjust the 't slam w,, ellnbly, as necessary, to center the assembly in the cutout 9) If the lieleasI �I plastic; the free and of the plastic release, while holding the Glasslarn i to keep it kmarvinli Then slowly pull the plastic release off the foam tape that was it applito fixed stop. j 10) Trim e P (flap so iiisflush with the door face. 11) Take-n pu and!oasect it between the PET flap and the edge of the cutout in the door. Uthe knife pilll�the PET flap away from the cutout in the door. 12) While'I�holc i i the PET,114p back away from the cutout with the putty knife, use a caulking I gun It appl bow Corn�ln 995 silicone between the PET flap and the steel in the cutout of the door. Il4> O' 1L.sure �ihaf the Dow Corning 995 silicone fully wets out or covers the li EET flar. land comes in contact with the steel around the cutout in the 13) 14)App1} IN i t i An InoEpande nl a RD0446 i l7n L Inn around the door ahead of the caulking gun and apply the 995 out in the door. foam glazing tape to the removable stop. R king lar a zalni world wIlh niluutilY, prar.lslan alld kLl a•RICOp B.. I j I `\ 03/12/2007 61:47PM 03/12/07 03: 01 FAS 8475096595 D.L Inc. Roll a I j ' . � Biortl9h79�t Did_ iS1aA j II j pull the plastic release 14d�1L+!r ' pp �Il . 1 p1 c release on the foam glazing icPey p P tpta tER-89usti 1� f the fearq tape. Pull the plastic release around the remova �.tt be l ed placini tle t�emovable stop on the polycarbonate- tel 1847 zrz sate j 16) If th 1 release'p ,the foam glazing tape remove the paper. spray �erl� Asa 357T foam 1&pe w ! a mild soap solution immediately before placing the removaiiie stops agai ' the,lam. II f t the Glasslam• 17) Using the ent m ks, position the removable stops against 18) Install ":and the P x 1-1/4" oval head TBK screws in the removable stops. Be careful not to ' ver ten- P 19) If the ie1 . p, - asp the free end of the Plastic release, and slowly Pull the Plastic I release off ° foam tap that was applied to the removable step. 20) Usingjthe ) Coming 995 silicone or other high quality silicone, apply a cap bead over I the closed foam tape on the exterior side of the door vision light kit. Thresholds IId W er-stri �I 1.) Thresholds j `i McKinne'; Pr�ts Par[ Nos. MCK177,1VICK181, MCK2005 National &uard !art Nos. ;I8 , 804, 896, 8315 Pemko Part Nb - 77,181,•i2005 2.) Weather -Strip I McKinney Pro is Part 14. MCKS88, MCK303 {Use MCK3 ntinuous hinges) National Guard if art Nos. ;�10, 5050 (CJse 16D with con ) Pemko PaI. rt No : 88, 303!!4e 303 with continuo ) �I ! f shold Install { ; if {{ i #10 z 1-1f2' WOOD SCREW i I _ OR j 12" GC i1YP 3n(r x1-i/d^TAP CAN I 5.. 5" :I m I ! i aICALTHI SNOLD ' nRING [3EF L e7 �••1 • �� THRESHOLD �� y t��ay i un 7 OTE 11stLF-4RANCE BETWEEN TH8 B&rom OF THE DOOR i Arb Ti1E THPESHOLD IS - T'(PICQi Ar. indcpend-nr r�rn nl:aliu A:w Glking luf a s3inr wuilu will, in[Cgrlry, piGGISIOn and tin•vwIe09F . RD0446 03/12/2007 01:47PM Job No. 28087 PROJECT: Zeroll Ft. Pierce, Fl 4 0• P. i ' • i Load CalcuMiG-ts DATE: 11/20/08 Prepared by Formica & Associates, Inc. 3006 20th Vero Beach, F132960 Florida FL% . Method t ergy-Efflclency Code,=For,Bullding C-bnstruction Florida Departmentof Oommurnty'�Affalrs M,2004 v2 5, Effecttve°D•ect8; 2006 Formi400A 2004R /holei8uilding Performance�Method,for Commercial=Buildings y • � PROJECT SUMMARY Short Desc: Zeroll Description: Zeroll Owner: Zeroll Addressl: 3405 Industrial 3 1 st St. City: Ft. Pierce Address2: Enter Address here State: FL Zip: 34946 Type: Office Class: Renovation to existing Jurisdiction: FORT PIERCE, ST LUCIE COUNTY, FL (661100) Conditioned Area: 2408 SF Conditioned & UnConditioned Area: 2408 SF No of Stories: 1 Area entered from Plans 2408 SF Permit No: 0 Max Tonnage 4 If different, write in: F EnergyGauge Summit® v3.14 Incorporating Florida Energy Code Version - FLAICOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page 1 of 7 ,t.� r Component Design Criteria Result Gross Energy Cost 2,026.4 2,248.2 PASSES LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES None Entered PASSES None Entered Yes/No/NA RTANT NOTE: An input report of this design building must be submitted with this Compliance Report. EnergyGauge Summit@ v3.14Incorporating Florida Energy Code Version - FWCOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page 2 of 7 •t CERTIFICATIONS I hereby certify that the plans and specifications coyfflwad by this calculation are in compliance with the Florida Energy.(4 eparedBy: Ro ertFo �'ca Building Official: DateI. %�� Date: 01 I certify that this building is in compli ce with the FLorida Energy Efficiency Code Owner Agent: Date: 7 ^ 2-b r Rd' If Required by Florida law, I hereby certify (*) that the system design is in compliance with the FLorida Energy Efficiency Code Architect: C.M. Crawford Architect, Inc. Reg No: AR-091587 Electrical Designer: Robert Formica Reg No: 19733 Lighting Designer: Robert Formica Reg No: 19733 Mechanical Designer: Robert Formica Reg N733 Plumbing Designer: Robert Formica jo.733 Signature is required where Florida Law requires desig rfor tered design professionals. Typed names and registration numb may used II relevant information is contained on signed/sealed plans. .I EnergyGauge Summit0 v3.14 Incorporating Florida Energy Code Version - FLAICOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page of 7 e� Project: Zeroll Title: Zeroll Type: Office (WEA File: DAYTONABEACH.TM]) Building End Uses Design Reference Total 90.38 100.00 $2,026 $2,248 ELECTRICITY(M9tuIkWh1$) 90.38 100.00 40447 44785 $2,026 $2,248 AREA LIGHTS 16.95 18.26 7598 8173 $381 $410 MISC EQUIPMT 9.23 9.23 4135 4135 $207 $208 PUMPS & MISC 0.07 0.07 APW$2 0*4 32 $2 SPACE COOL 2o.19 906565 $377 $455 INVU75 SPACE HEAT 3.47 2.95 1539 1307 $77 $66 VENT FANS 43.85 49.28 19624 22073 $983 $1,108 Credits & Penalties (if any): Modified Points: = 90.38 PASSES EnergyGauge Summit@ v3.14 Incorporating Florida Energy Code Version - FLAICOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page 4 of 7 Project: Zeroll Title: Zeroll Type: Office (WEA File: DAYTONABEACH.TMY) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) Ext Light 1 Main entries Yes 30.00 3.0 90 32 Tradable Surfaces: 32 (VV) Allowance for Tradable: 90 (W) PASSES All External Lighting: 32 (VV) Project: Zeroll Title: Zeroll Type: Office (WEA File: DAYTONABEACH.TMY) Lighting Controls Compliance Acronym Ashrae. Description Area Design Min Compli- ID (sq.ft) CP CP ance Lobby 12 Lobby (General) - Reception and 157 2 1 PASSES Waiting Conference 15 Conference/meeting (Multiple 240 2 1 PASSES Functions) Restroom 1 6 Toilet and Washroom - 47 1 PASSES Restroom 2 6 Toilet and Washroom 49 1 PASSES Electric Room 1 Electrical Mechanical Equipment 34 1 PASSES Room - General Break Room 7 Food Service - Kitchen 99 1 1 PASSES File Room ,001 Fine Material Storage 1 1 PASSES Equipment Room 004 Equipment Room (Ma rin 3 4 1 PASSES Hall 5 Corridor 336 4 1 PASSES Reception 12 Lobby (General) -ti 148 1 1 PASSES Waiting Office 17 Office - Enclosed 218 1 1 PASSES Office 2 17 Office - Enclosed 201 1 1 PASSES Office 3 17 Office - Enclosed 195 1 1 PASSES PASSES EnergyGauge Summit® v3.14 Incorporating Florida Energy Code Version - FLAICOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page 5 of 7 Project: Zeroll Title: Zeroll Type: Office (WEA File: DAYTONABEACH.TMY) System Report Compliance AHU-1 AHU-1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 17.30 13.00 8.00 PASSES Split System <65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 0.80 0.90 PASSES System - Return Constant Volume Air Distribution ADS System 6.00 3.50 PASSES System PASSES Plant Compliance Description Installed Size Design Min No Eff Eft Design Min IPLV I ry Comp liance None Project: Zeroll Title: Zeroll Type: Office (WE, A File: DAYTONABEACILTMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff . Loss Loss liance Water Heater 1 Electric water heater <=12 [kW] 93.00 0.93 PASSES PASSES EnergyGauge Summit© v3.14 Incorpomting Florida Energy Code Version - FWCOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page 6 of 7 Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick ]in] [F] SF.F] None Project: Zeroll Title: Zeroll Type: Office (WE, A File: DAYTONABEACH.TMY) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System - Ventilation 407.1 409.1 HVAC Load sizing has been performed Ventilation criteria have been met ADS 410.1 Duct sizing and Design have be T & B 410.1 Testing and Balancing be p orm Motors 414.1 Motor a icie y c rten v en met Lighting 415.1 been met tiVin'tenance 0 & M 102.1 ti manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with'supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? EnergyGauge Summit@ v3.14 Incorporating Florida Energy Code Version - FLAICOM 2004 v2.5 Effective Dec 8, 2006 11/18/2008 Page 7 of 7 A EnergyGauge Summit® 0.14 I Project Name: Project Title: Address: State: Zip: Owner: Zeroll Zeroll 3405 Industrial 31st St. Enter Address here FL 34946 Zero]l Proiect Information Orientation: Building Type: ® Building Classification: E® ® No.ofStories: GrossArea: North Office Renovation to existing building 1 2408 SF No Acronym Description Type Area istl Multiplier Total Area [st7 1 Zeroll Zeroll CONDITIONED 2407.8 1 2407.8 ❑ Spaces No Acri nym Description Type Depth [it] Width Height Multi fit] [it] plier Total Area [sill Total Volume [cf[ 11/20/2008 EnergyGauge Summit® v3.14 In Zone: Zeroll 1 Lobby Lobby Lobby (General)- Reception 15.65 10.00 8.00 1 156.5 1252.0 and Waiting 2 Conference Conference Room Conference/meeting 23.96 10.00 8.00 1 239.6 1916.8 (Multiple Functions) 3 Restroom 1 Restroom 1 Toilet and Washroom 4.66 10.00 8.00 1 46.6 372.8 El 4 Restroom 2 Restroom 2 Toilet and Washroom 4.91 10.00 8.00 1 49.1 392.8 5 Electric Room Electric Room Electrical Mechanical 3.41 10.00 8.00 1 34.1 272.8 Equipment Room - General 6 Break Room Break Room Food Service - Kitchen 19.89 10.00 8.00 1 198.9 1591.2 El 7 File Room File Room Fine Material Storage 19.90 10.00 8.00 1 199.0 1592.0 El 8 Equipment Rod3quipment Room Equipment Room 38.58 10.00 8.00 1 385.8 3086.4 ❑ (Manufacturing) 9 Hall Hall Corridor 33.56 10.00 8.00 1 335.6 2684.8 ❑ 10 Reception Reception Lobby(General)- Reception 14.84 10.00 8.00 1 148.4 1187.2 El and Waiting 11 Office 1 Office 1 Office -Enclo 21.82 10.00 8.00 1 218.2 1745.6 El 12 Office 2 Office 2 Office - Enclosed 20.09 10.00 8.00 1 200.9 1607.2 11 13 Office 3 Office 3 Office - Encl 19.51 10.00 8.00 1 195.1 1560.8 El VN Lighting No Type Category o. of Wafts per Power Control Type No.of L ' aires Luminaire 1W] Ctrl pts In Zone: Zeroll In Space: Lobby 1 Recessed Fluorescent - General Lighting 64 128 Manual On/Off 2 El No vent In Space: Conference 1 Recessed Fluorescent - General Lighting 95 285 Programmable timer with 1 El No vent 2 Compact Fluorescent General Lighting 3 26 78 Daylighting 3 step Manual On/Off 1 In Space: Restroom 1 11/20/2008i EnergyGauge Summit® v3.14 b l 1 Recessed Fluorescent - General Lighting 1 34 34 Occupancy sensor without 1 No vent Daylighting 2 Compact Fluorescent General Lighting 1 26 26 Manual On/Off 1 In Space: Restroom 2 1 Recessed Fluorescent - General Lighting 1 34 34 Occupancy sensor without 1 No vent Daylighting In Space: Electric Room 1 Recessed Fluorescent - General Lighting 1 64 64 Occupancy sensor without 1 No vent Daylighting In Space: Break Room 1 Recessed Fluorescent - General Lighting 2 95 190 Occupancy sensor without 1 El No vent Daylighting In Space: File Room 1 Recessed Fluorescent - General Lighting 2 95 190 Occupancy sensor without 1 ❑ No vent Daylighting In Space: Equipment Room 1 Recessed Fluorescent- General 'ng 4 95 380 Manual On/Off 2 El No vent 2 Compact Fluorescent General L�tl� 2 26 52 Manual On/Off 2 El In Space: Hall owl-- ,_ 1 Compact Fluorescent General 10 26 260 Manual On/Off 4 El In Space: Reception 1 Recessed Fluorescent - General 2 95 190 Occupancy sensor without 1 ❑ In Space: No vent Office 1 Daylighting 1 Recessed Fluorescent - General Light 2 95 190 Occupancy sensor without 1 No vent Daylighting In Space: Office 2 1 Recessed Fluorescent - General Lighting 0 2 95 190 Occupancy sensor without 1 No vent 71 Daylighting In Space: Office 3 1 Recessed Fluorescent - General Lighting �2 95 190 Occupancy sensor without 1 No vent No Walls Type Width H (Effec) Multi Area [it] [it] plier [sf] DirectionConductance Heat Dens. R-Value [Btu/hr. sf. F] Capacity [lb/cf] [h.sf.FBtu] 11/20/2008 EnergyGauge Summit® v3.14 3 Y In Zone: Zeroll 1 North Wall 5/8" stucco 80.00 8.00 1 640.0 North 0.2067 5.731 34.65 4.8 ❑ /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 2 East Wall 5/8" stucco 30.10 8.00 1 240.8 East 0.2067 5.731 34.65 4.8 ❑ /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 3 South Wall 5/8" stucco 80.00 8.00 1 640.0 South 0.2067 5.731 ' 34.65 4.8 ❑ /8"CMU/3/4"ISO BTWN24"oc/.5" GYP Windows No Description Type ..d$haded U SHGC Vis.Tra W H (Effec) Multi Total Area [Btu/hr sf F] [ft] [it] plier [sf] In Zone: Zeroll In Wall: East Wall 1 WindowA User Defined 1.2500 0.82 0.76 3.08 4.17 2 25.7 ❑ In Wall: North Wall �%No 1 WindowB User Defined 1.2500 0.82 0.76 3.08 3.33 6 61.5 In Wall: South Wall 1 Window C User Defined o 1.2500 0.82 0.76 3.08 3.33 2 20.5 2 Window D User Defined o 1.2500 0.82 0.76 2.67 2.50 2 13.4 oors No Description Type Shaded? 41W, H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value [fr] [ft] peer [sf] [Btu/hr. sf. F] [lb/cf] [Btu/sf. F] [h.sf.F/Btu] In Zone: Zeroll In Wall: North Wall 1 Door 2 Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene In Wall: East Wall 11/20/2008 EnergyGauge Summit® v3.14 I Door 1 Aluminum door, 1.25 in. polystyrene No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 ❑ Roofs No Description Type Width H (Effec) Multi [ft] [ft] plier Area [sf] Tilt Cond. Heat Cap Dens. R-Value [deg] [Btu/br. SE F] [Btu/sf. F] [Ib/cf] [h.sf.FBtu] In Zone: Zeroll 1 Roof Mtl Bldg Roof/R-19 Batt 80.00 30.10 1 2408.0 0.00 0.0492 1.34 9.49 20.3 ❑ Skylights No Description Type ® U SHGC Vis.Trans [Btu/hr sf F) W [ft] H (Effec) Multiplier Vt] Area Total Area [sf] [sf] In Zone: LIn Roof: Floors No Description Type H (Effec) Multi [ft] plier Area [sf] Cond. Heat Cap. Dens. [Btu/hr. sf. F] [Btu/sf. F] [lb/cf] R-Value [b.sf.FBtul In Zone: 1 Zerou Floor 1 ft. soil, concrete floor, carpet and rubber pad 80.00 30.10 1 2408.0 0.1745 54.00 108.00 5.73 ❑ Systems I 1ll20/2008 EnergyGauge Summit® v3.14 AHU-1 AERM Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 11 Cooling System 2 Heating System 3 Air Handling System -Supply 4 Air Handling System - Return 5 Air Distribution System 48500.00 17.30 8.00 34150.00 1.00 1400.00 0.80 1400.00 0.80 ' 6.00 ❑ ❑ ❑ ❑ ❑ Plant Equipment Category Size Inst.No Eff. IPLV Li Water Heaters W-Heater Description Ca C .Unit I/P Rt. Efficiency Loss 1 Electric water heater [ [kW] 93.0000 [Ef] [Btu/h] ❑ Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Jarninaires Luminaire [sVft/No] Control Type Wattage [W] 1 Eitt Light 1 Main entries 1 32 3.00 Astronomical Timer Coi 32.00 ❑ Piping No Type Operating Insulation Temperature Conductivity [F] [ Btu-in/h.sf.F] Nomonal pipe Diameter [in] Insulation Is Runout? Thickness [in] I 11/20/2008 EnergyGauge Summit® v3.14 Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ASHULSglClrAE User Defined 1 1.2500 0.8200 0.7600 ❑ Frm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtu] [ft] [Btwb.ft.F] [lb/cf] [Btu/1b.F] 264 Mat1264 ALUMINUM, 1116IN Ole 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 214 Mat1214 POLYSTYRENE, EXP., 5.2100 0.1042 0.0200 1.80 0.2900 ❑ 1-1/4IN, � 187 Mat1187 GYP OR PLAS 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1/2IN 178 Mat1178 CARPET W/RUBBER PAD 1.2300 %No ❑ 265 Mat1265 Soil, 1 ft 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Xiat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ❑ 42 1ad42 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 ❑ block Asnbc 269 Mat1269 .75" ISO BTWN24" oc No 321 0.0625 0.0280 4.19 0.3000 ❑ 23 ILU23 6 in. Insulation No 00 0.5000 0.0250 5.70 0.2000 ❑ 94 4Iat194 BUILT-UP ROOFING, No 0.0313 0.0930 70.00 0.3500 ❑ 3/8IN Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sLFBtu] 11/20/2008 EnergyGauge Summit® v3.14 7 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2 ❑ Layer Material Material Thickness Framing No. IN Factor 1 264 ALUMINUM, 1116IN 0.0050 0.000 ❑ 2 214 POLYSTYRENE, EXP., 1-1/4IN, 0.1042 0.000 ❑ 3 264 ALUMINUM, 1/16IN 0.0050 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1011 5/8" stucco /8"CMU/3/411ISO No No 0.21 5.73 34.65 4.8 ❑ BTWN24"oc/.5" Gyp Layer Material' Material Thickness Framing No. [ft] Factor 1 268 0.625"stucco 0.0521 0.000 ❑ 2 42 8 in. Lightweight concrete block 0.6670 0.000 ❑ 3 269 .75" ISO BTWN24" 0 0.0625 0.000 ❑ 4 187 GYP ORPLAS 0 R 1/2IN 0.0417 0.000 ❑ No Name Oa�Ve Massless Conductance Heat Capacity Density RValue nstr St Construct [Btu/h.sLF] [Btu/sLF] [lb/cf] [h.sLF/Btu] i 1056 itl Bldg Roof/R-19 Batt No 0.05 1.34 9.49 20.3 ❑ Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/ 0.0313 0.000 ❑ 1 2 23 6 in. Insulation 0.5000 0.000 ❑ 11/20/2008: EnergyGauge Summit® A.14 8 , q No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.17 54.00 108.00 5.7 ❑ Layer Material Material Thickness Framing No. [ft) Factor 1 265 Sail, 1 ft 2.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBERPAD 0.000 ❑ 11/20/2008 EnergyGauge Summit® v3.14 9 t� r. Air System Sizing Summary for CU/AHU-1 rPr",,,,,,d ject Name: 28087V Energy Calc Zeroll 11/12/2008 by; Formica & Associates 08:5: Air System Information Air System Name: ........................................ CU/AHU-1 Air System Type: .............................. Single Zone CAV Sizing Calculation Information Calculation Months: .................................... Jan to Dec Central Cooling Coil Sizing Data Total coil load: ......................................................... 3.6 Total coil load; ..................................................... - 43.3 Sensible coil load: .................................................. 29.4 Coil airflow: ........................................................... 1072 Sensible heat ratio: .............................................. 0.680 Area per unit load: .................. ............................ 604.7 Load per unit area: ....................................... ........ 19.8 Central Heating Coil Sizing Data Max coil load: ........................................................ 11.9 Coil airflow............................................................ 1072 Load per unit area: .................................................. 5.4 Supply Fan Sizing Data Actual max airflow ................................................ 1072 Standard airflow .................................................... 1071 Actual max airflow per unit area: ........................... . 0.49 Outdoor Ventilation Air Data Design airflow: ........................................................ 250 Airflow per unit floor area: ...................................... 0.11 Space Sizing Data Number of zones: ........................................................ I Floor Area: ......................................................... 2180.0 sqft Location: ............................ West Palm Beach, Florida Calculation method:........... Transfer Function Method Tons Load occurs at: .............................................. Aug 1500 MBH OA DB / WB:.................................................. 91.0/78.0 F MBH Entering DB / WB:.......................................... 79.0166.6 F CFM Leaving DB / WB:........................................... 53.5153.0 F CoilADP: ............................................................... 52.2 F sgft/Ton Bypass Factor: ..................................................... 0.050 BTU/(hr-sgfl) Resulting RH:............................................................49 % Design supply temp: ............................................... 55.0 F MBH Load occurs at: ................................................ Des Htg CFM Ent DB / Lvg DB: ............................................ 63.7174.0 F BTU/(hr-sqk) CFM Fan motor BHP: ... .. 0.78 BHP CFM Fan motor kW :.................. .. ........ 0.58 kW CFM/sgft Fan static: ............. ..... .................2.50 in wg CFM 'rfl pe pers•............................................ 11.89 CFM/person CFM/sgftr00 Sp ce aloe r" x*=.rac .. tCoolih9 Conference s.-='r arifmum M6H 3.6 Qea 9 t' Ai owCoad E � `r 165 Tim f Peak w c." ,� FV Oct 1400 Mai um r " �Haahn oadMBFI 0.4 Sae rFloorCF`rM(sgfE! „.klroe 219.0 t 0.75 Break 2.4 113 Oct 1400 0.6 ,. 209.0 0.54 Equipment 3.8 - 176 Jul 1500 1.3 345.0 0.51 Files 1.5 68 Sep 1500 0.4 183.0 0.37 Hall 1.6 72 Jul 1500 0.4 309.0 0.23 Lobby 2.7 125 Jul 1500 0.8 135.0 0.93 Office 1 1.9 89 Jun 1500 0.7 201.0 0.44 Office 2 1.8 84 Jun 1500 0.7 184.0 0.46 Office 3 1.6 74 Jun 1500 0.5 179.0 0.41 Reception 1.8 84 Ju11500 0.8 129.0 0.65 Restroom 1 0.4 21 Aug 1400 0.0 42.0 0.49 Restroom 2 0.5 21 Aug 1400 0.0 45.0 0.47 arteMMz x ; ;` r -,TTIWTa ,. ;231 at. 1072 ::Jul A50,01 7x s.0 49; Note: Table contains data for all spaces controlled by a single thermostat: Space sizing basis: Peak space load Zone sizing basis: Peak zone load Block Load 4.15 Page 1 of 1