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Mulitplex.� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/17/2006 Inspector: Grande, Claudio Owner: BRIGGS, DAVID Job Address: 1410 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> LU Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number Block: Lot: 1132050240210 Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO I Phone: (786)295 -9269 Rnilrlinn rlanartmanf f nmmanfa Wednesday, August 16, 2006 Page 1 of 2 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, August 16, 2006 Page 1 of 2 ✓ j� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 M 0 BUILDING Permit No. _ Z4Z PERMIT APPLICATION aster Permit No. FBC 2001 BY• _ LL Permit Type (circle): Building Electrical` Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ( C Phone # Owner's Address / t /v A-A /U -2 S City /2j(124,1 J/k, -, fj' State )C C Zip ,?313 � Tenant/Lessee Name �/ Phone # Job Address (where the work is being done) / t%/0 A� /dam :Sf' City Miami Shores Villa e County Miami -Dade Zip -3 3128 Is Building Historically Designated YES NO -_ Contractor's Company Name U.,�4 ��1�' -'t C) Phone #7�C Contractor's Address y _ - city /07 r/,24 1 State 1- L ZiP Qualifier. G C t4" r State Certificate or Registration No. G/*_ -OS-03-2? Certificate of Competency No. Architect/Engineer's Name (if applicable) ,4 -Phone #. $ Value of Work For this Permit�,i 7jw Type of Work: ElAddition ElAlteration ONew Square Footage Of Work: Repair/Replace�, ❑ Demolition Describe Work: lee"27 dy�- -Q&9 &v lovod� -,r tL Submittal Fee $ l.% Permit Fee $ p S7- i CCF $ ' Notary $ �sy Scanning $ '"'► Code Enforcement $ Total Fee Now Due $ Training/Education Fee $ 3, Technology Fee $ % Radon $ (Continued on opposite side) CO /CC . 00 Zoning Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. KSignature !L r Owner or Agent The foregoing ins ment was acknowledged before me this day of. 20eZ , by who is personally known to me or who has produced NOT Sign: Print: As identification and kRY U LIC: 0e�\ .•MMISSION•• // :•G� 0 e1Q F'to•. �o2po� 9�S My Commission Expires: 61 %'7 Signature A Contractor The foregoing 'nstrument was acknowledged before me this "�- day of , 20 by who is persona known to me or who has produced as identification and who did tat q, h. )TARY PUBLIC;f � \\k\' 9N NNA N�Ut - R Sign: : •v °�1Me toIONF�o •. Print: My Commission Expires: #0221731 :ate f /j�fl1t�t�!! APPLICATION APPROVED BY: 5 /!J- /a Plans Examiner Engineer chc 05/13!03 Zoning NOTICE OF COMMENCEMENT A RECORDED COPY COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION r PERMIT NO. k ! 12-4Z TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. OR Ek 24557 Ps 2965; (l$s) RECORDED 05/23/2006 15:22 :27 HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and streettaddress. /y- S� 2. Description of improvement J?(_i��& ulr� ��° �; ; `� s4eK/ sf�r7 44-z z 3.Owner(s) name and address: D-9 T"L Interest in property- iQet-d c(Z Name and address of fee simple titleholder: 4. Contractor's name and address: cc, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: ✓ %'�- Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 14114-- 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: —Al—"_ S. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe ate is pecified) 6 'Signature of O er L_ —h Print Owner's Name�Y-'h ,4 Prepared by �- 5�P Sworn to and subsc 'bed before me this My day of %� r r;> PP I,- 20 o �o'J�e 10, �p�Y� 9 e Address: ! 3/ :I Notary Public • m • /M r +� f Print Notary's Name 2319 M commission expires: ( -16 -42 Y p 123.01 -52 PAGE 4 8/02 STATE OF FLORIDA, COUNTY OF DADE" I HEREBY CERTIFY that this is a true copy of the °`1. c, e n c a original tiled in this office on day of AD 20 WITNESS my and and Official Seal. ®r, HA R Y U1�IN, CLE IC otCircuit nd ountycourts Ne ^aree :W �� By D.C. co+ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 5/1612006 Expires: 11/08/2006 Permit Number: WS -5 -06 -1242 Owner's Name: DAVID BRIGGS one: Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1410 102 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor KINCO WINDOWS AND DOORS OF (786)295 -9269 Yes Comments: REMOVE OLD WINDOWS AND DOORS AND REPLACING WITH NEW IMPACT WINDOWS AND DOORS Additional Information Type of Work: IMPACT WINDOWS AND DC No of Openings: 18 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $10.80 Education Surcharge $3.60 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $7.00 Total: $310.40 Building Department File Copy Applicant Signature Parcel #: Block: Section: 1132050240210 Lot: PB: Total Square Feet: 0 Total Valuation: $ 17,750.00 Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number Amt Due Amt Paid WS -5-06- 24827 $310.40 Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public 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. ltpc og i k8 Of S v vrl /..5 X 1 r -- - - - t iN _ t Room . ••• • 0*0 Miami Shores Building Department I I I _ _ Product Approval Schedule / Comparison Chart Address: /®A jr • Permit No. 49& — I Z�Z-- Opening Description of Window Product Acceptance Product Approval.. Openin 0esl n Rough Opening Shutter Re uired Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes I No Yes / No 'Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF -/— T3 XQ d o Ale 9f na Fi ye)a 0 —03 9 T. 0 0 ?c3 — --o UL[ 0 - 11, a _ Q — —// 9 03 2�`N �� mz— /v /G.0 .-J-3 1-6—r :37 d ,t►' - �— d t 70 � 7o Q? ad p°a — 4 O ..01-0605,01 L cc, dwag) a 3—,0609-6-3 1-1-60 6. J'7 .✓C f-v D,? — 0 601 .0 It &V — ,d 103-040903 &o �c &, 03 -060 7.05 60 ° 7 /7 t c%f6 IAIDO 03- -o6 0 ?. Q 7 t &,o /— zo �?�.� 61 —06QT-0j t 7 d • • 0000•• • • • 0000 • • 0000 •• • 0000 00 0 0000•• • • 0000•• 0000•• 0000• • 0000• •0000• • • • 00.0.0. • 0000•• W S-° 06 • . ••• 0. • .. ••• • • • • • • MIAWMD on ADE ... . MIAMI.D� 4R�',�LO�n: PRODUCT CODE COMPLUNCE OFFICE WOO) METRO- DED�FjAMR B* DWb PRODUCT CONTROL DIVISION 140 WEST FLAGLEk nj&'Er, SOM W M[AM1. FLORIDA 33130.1563 NOTICE OF ACCEPTANCE (NOA) 175-2901 • �4 mss) 375- • •• Kinco, LTD. • • • • • • •• • • • • • 5245 Old Kings Road Jacksonville, F132254 SCOPE: This NOA is being issued under the applicable rules and r The docanmentatioa submitted has y regulations g °veztung the use of consthuction materials. by the Board to Runes and A been reviewed b Miami -Dade County Product Control Division and accepted We Authority Having J ply (BORA) to be used is Miami Dade County and other areas where allowed by vuhg urisdiction (AIM. Di * NOA shall not be valid after the eXpiratnon date stated below. The Maim-Dade County Product Control Division (in Miami Dade Coantyj and/or the AHJ {'m areas other than Miami Dace County) reserve the right to have this product or material tested fvr tbe opted manner, the manufacturer will ince . R this product or material fails to perform in revoke, modify, or pad the use to such �°re of such testing and the AHT may immediately I'D revoke Pmt or material within 'on. . thts a - •. �'.)wusdhcri BORA reserves the .#&. material fails to �e , if it de�Twned by Miami_Ui& C ; lrroduct C trol Division that this produce req emeats of the applicable building code of Timis Product is approved as described herein, and has been designed to comply. with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "MPRW" Aluminum Horizontal RW[iug Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled `hMW Alum Horizontal Rolling Window sheets 1 thr ough 8 of 8, Prepared by Al Faroaq �� dated SWA3. with revision date 09103103, signed and sealed by Aumayoun Farooq, P.E., bearing the Dade County Product Control oval Notice of Acceptance number and approval date b the Miami Dade Approval o with the AWIILE IMPACT RATING: y County Product Control Division. LABELING: Large: and Small missile Impact Barn unit shall bear a permanent label with the manufacturces 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 change in the applicable building apP cation has been f°hled and there has been no dung code negatively affecting the performance of this product. 'TERMINATION of this NOA will occur after the expiration date or if d=0 has been a revision or change in the fah, use�, and/or manufacture of the product or procm Misuse of this NOA as an endorsement of any with any sales, advertising or any other PUToses shall automatically terminate this NOA. Failure to comply y section of this NOA shall be cause for termination and removal of NOA. '&D'WTLSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising nit=ture. If any portion of the NOA is displayed, then it shall be done in its entry. INSPECTION: A copy of thus entire NOA shall be and shall be available for ins Provided to the user by the manufacturer or its distributors pecdoa at the job site at the request of the Building offician. This NOA consists of thus page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P E. NOA No 034609.03 ExPiration Date: October 09, 20M Approval Date: October 09, 2003 Page 1 • •• %. . ... . . . ... .. % .. . 0% ••• K'mco: LTD. • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SURTAITTED� •' ' •' • : • : • • ' •' ' •' •• • • • •• R•• •• A. DRAWINGS • • • ' • L Manufacturer's die drawings and sections. • •' : : ' •' : : : • • • .' 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (impact) ", sheets 1 thtrough 8 of 8, prepared by Al Farooq Corporation, dated 5=03, signed and sealed by Humayoq n 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 1lissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry. Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30!03, signed and sealed by Ramesh Patel, PE. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300-98 and strut ittal analysis, prepared by Al Farooq Corporation, dated 6(5/03, signed and sealed by Humayoun Farooq, P E. D. MATERIAL CERT ICATIONS . 1. None E. QUALITY ASSURRANCL 1. �Miami-Dade County Building Code�Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed. and sealed by Humayoun Farooq, P E. 2. . Statement letter of no financial interest, dated 6(5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER L Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). Theodore Benman,.P.E. Deputy Director, Product Control Diviston NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: Odober 09,2003 E -1 TVPIQAL MkVAIlON ' TESTED 11NK3 ANN.IMAP. CLASS Wo AIR SPACE —1 /4• ANN. CLASS snOfc OELOM r /n• Alm. CLASS ONE PART SI1 PECORA 44S' 7N'0 PLAIT SI{ 'PECORA 406' 310' OVERALL Im 3/r OVERALI THK. G&ASS TYPE 'A' • 1/n• MEAT SMfw CLASS.. SEESEE TEON MLOW • • • FIX HEAT STM. OLOM •. t$� ONE rm FMr VUCQW roft e•s' en x ri n t i M Atm./Tf.11P. CLASS ° f1' AM SPACE • • • —1/S' HEAT SIREN. OL"S • t$� YM m IE "c"C" 1/S• HEAT STRIX CLASS ONE rARr Sn,ICOHE X 'tECORA 443' OR T1Y0 PART SOlCOHE PECOM 406' 31A` OYERu THK 3/, OVERALL THK. GLASS TYPE 'H' Q� AVA1LA_ti1 r lWrERUYERSe .100' SOUli4A HP SAfl.EX PYS )2RlT AI.LTM HOR17ONTAL SLM7NG WMOW W w QWLJ` £ 090 DUPONT BUTACIT'E PYS OESION LOAD RAITNOS FOR 7HES6 1IINOOM'S TO SE AS PER CHARTS SHOWN ON SHi;ET Z All .MNM • I1INOOWB OLCM WrIH LAMINATED OWS RATEO FOR LMOE MSSLE • IMPACT AND DO NOT REOWRE SHUTTERS. • i : • THIS PRODUCE IS DESKMED TO CO1NPl.Y tOTfL THE MI011 VEIOCRY NtOdOCANE er • 20NE OF 1HE 2001 MORMA INC OUILD COOL • • • • • • • 2 • • • ALSO FOR NO LOADS AS PER A= 7 -00. AS" 7 -43 ASCE 7-10 OR �"•w BY PROVA � ��;��' • • • • • • • � , • A4CE 7-40 A8 RCOUIREO ILINO OUO.DOIO COD W000 SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • i • • • • � � � • i NMI!! TO THE STRUCTURE. Z�0 ANCHORS SHALL BE AS US= SPACED AS SHOWN ON DETAIL'S. • • • • • • ANCHOR EMBEOMENT TO BASE LUtTERWL SHALL BE BEYONO W arawln9 nw • ORE'SSINO OR STUCCO. • • • • • • • W03-6& • • ANOHORINO OR O MO CONOMONS NOT SHOWN IN THESE OVAMB • • • • • • • cheat • • ARf NOT. PART OF THIS APPROVAL. • • • • • • 00 0 •• •• • • • • • •• •• • • • •• • s �r P$ Rq k • • • • • 00 0 0 • • • • ••• • •• • • • •• ••• ••• • • • • • • • :pi °��:'�aLsi�Cta:� v � w N T e N i T iw T N gy N e T (. A w} 4 4 o� V w V e o o 00 b b b b b 1. t N V p V U 0 V pp 0 ♦# 4 y P V V 11 O� V O EESSE83$8EE$8 bbbbTObbbbbiabb (Tl SooBffi88$Qffi�88 b b b b b b m b b o b b (m(a g O p J. u u 0 A .► Y u a p a u u e p �, u a w p u u w U v o N 0 .Z7 b 0 [7.. -z •• •• • • • • • •• •• • • • •• • s �r P$ Rq k • • • • • 00 0 0 • • • • ••• • •• • • • •• ••• ••• • • • • • • • :pi °��:'�aLsi�Cta:� g•aY w N T e N i T iw T N gy N e T (. A w} 4 4 g e .�. V w V e o o b b b b b b b 1. t N V p V U 0 V pp 0 ♦# 4 y P V V 11 O� V O EESSE83$8EE$8 bbbbTObbbbbiabb SooBffi88$Qffi�88 b b b b b b b b b b o b b g O p J. u u 0 A .► Y u a p a u u e p �, u a w p u u w o b [7.. ^� o �' � o qo a o °v o bbf�ir bubb Tob000eeb p � � � � � . � >. N Diw�0000beabgoboboogob4oTEo Taoeo yy vv yy yy vv VV pp VV y yy 's i"bsi'bbb'bbbbbbbo 0000bbLbb o sbo •oeoo MCC a o a o b o 0 0 b o o b e o b br b bb b b b b io b b b pTO Me b a qp a O b �O C �O b qp e O b p b O s b o y. b TD bt .bpy O cl b b O 6 yp O O q �O TD 4~ pe6 168i Q Y 0 s Q 0 0 4 Y 1 0 0 Q p 0 0 qq p H$ 0 0 E S b S S a� p 111!; O q Q O O O S S S s O O Q O "r r o e o b b b o e 0 o e o 0 0 0 o b v b b b o i ± y F Mims b b e g o 8 b • •• •• ••• • • i '"s$ a M♦ V (. A w} 4 4 g e .�. V w V e o o b b b b b b b 1. t N V p V U 0 V pp 0 ♦# 4 y P V V 11 O� V O EESSE83$8EE$8 bbbbTObbbbbiabb SooBffi88$Qffi�88 b b b b b b b b b b o b b • •• •• ••• • • i r r 1 • •• •• ••• • • i k..wMR- it • /iNONOR? BC[ LIAY. TOR MONO I i (stEa. o /eY MM. Thk�_ 4TCCL 17 - 74 Ts AtPL ALUFINILR/ s •ORi�Tb MIN. ' WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS i 0 IMPOSED BY GLAZING SYSTEM' AND TRANSFER THEM I TO THE BUILDING STRUCNRE. 0 { • /iNONOR? BC[ LIAY. TOR MONO I i (stEa. o /eY MM. Thk�_ 4TCCL 17 - 74 Ts AtPL ALUFINILR/ s •ORi�Tb MIN. ' ff• e �FIANGE FRAM' XINIIOS4 ' :' • • • �f Er4ft DR. t%MkYWK FNWW 000•00 •• 1 • •• • • 0000 0000 • .drowbW • • 00.00• •0 W03 -33 .•' WJC K • • • • • • sheet of • • • 6 • 0000•• • • • • 0000 ••••f• • • f 0000•• 00 • WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS " u, IMPOSED BY GLAZING SYSTEM' AND TRANSFER THEM I TO THE BUILDING STRUCNRE. O TYPICAL ANCHORS: t� = nLY role srAcm J12 S1AS INTO 25Y WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD V$ 144" TAPCONS r" INTO 29Y WOOD BUCKS OR WOOD STRUCTURE � 1 -1/2" MIN. PENCTRATION INTO WOOD ' g L+ THRU iBY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 MIN. EMBED MASONRY -1/4" INTO CONC, OR 311R" mm DR M R ORN I I►ifi SL'RENS WM METAL STRUCTURES (1 /d" MIN. THICKNESS) (Ile .MAK. SHIM SPACE) �/tD StAS DR StRR ORNUMO sf'.REWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) M IMEPHOLES: Wt - 1" X 1/4" WEEP MOLE WITH PLASTIC Bq*FLE AT IS' FROM EACH END. $ fX ff• e �FIANGE FRAM' XINIIOS4 ' :' • • • �f Er4ft DR. t%MkYWK FNWW 000•00 •• 1 • •• • • 0000 0000 • .drowbW • • 00.00• •0 W03 -33 .•' WJC K • • • • • • sheet of • • • 6 • 0000•• • • • • 0000 ••••f• • • f 0000•• 00 • WErAL SMXIU AM 34 Im WOL o KInMR1M : 6063 -13 1M1. r "---- Z sa m I gl� 10 "0 AA MR 201 m Ram ipAtA6 5245 OLD K)NGS ROAD dhOMONVLLE, FL 32254 74- i" 324 -4244 (0) O "t3. MW E" a PRODUCT Des" It SW 87 AVE A VE FLORIDA 33174 ii MO 264-BM FUL, f3on 3a�_ar,. r r 3 rim z e� 0000. .. 0 0000. 0000.. .. 0000.. . 0000. 00 foo z e . . • • • •000 • • 0 �i. • . . 0 . . • 0000. 0000 • . • • t n 6�s r .. . $ ^G a W,� rnlc 1fY. Y A l 0 0 � � r ►rs HW i i�i1 i dM ga • • •• •• • • • •• •• •.• • • • 000 . .0 gl� 10 "0 AA MR 201 m Ram ipAtA6 5245 OLD K)NGS ROAD dhOMONVLLE, FL 32254 74- i" 324 -4244 (0) O "t3. MW E" a PRODUCT Des" It SW 87 AVE A VE FLORIDA 33174 ii MO 264-BM FUL, f3on 3a�_ar,. r i i i fq n ff '� WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOAOS IMPOSED BY CLAZINO SYSTEM AND TRANSFER THEM TYPICAL. ANCHORS: act G" ro R srAana THE BULMNG STRUCTURE. A14.SSdS INTO WOOD STRUCTURES O 1 -1 /4' MIN. PENETRATION INTO WOOD • • • • I(1O Suc AR ! F ORt UNO a'Rt1Y5 C INTO DADE COUNTY APPROVED MULUONS (NO SHIM SPACE) v 8 14EEPIiOLES: Mow •;~� DTIIVCNRb • Car s Wt — l" X 1/`4` WEEP HOLE WITH PLASTIC WFLE AT a` i`ROtd EACH END. drawing .� g f• W03 -3 fq n ff '� FIN FRtMF. •4Y.iND 0W • • • • • Mow •;~� DTIIVCNRb • D • drawing .� •f•••• f•• f• W03 -3 • • • • • t or f • ti " FIN FR4ME• tYjNDOiY • of t•� a F'O'pOR BPAOItIQ 3/S" MIN. t/O wx D Dl E1 woo IMMI R� NOT Illy KMO MUST JIMAN LOADS NILd VLA2WQ AN(! TRANSFER iHDN TO n �Rp 9 • • • •. • • • • • 8 c TYMCA6 ANCHORS e•• • SCt C M FOR SPACMO 16 !6 0 ti ILLUSM4114 ORS. ONLY • • • -_rSCRtRf 0!!i CM CR INT. FUdBlKt . ^ , is ".� NOT ST Kam= ' 1 �. 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MM I� DAiIE MLW-DADEt0fU1W� F0V1DA ... .. METR(U*D1 %AbLF.1 BUI0Rt0 : : V. BUILDING CODE COMPLIANCE OFFICE (SCCO) 140 WEST F Arfz .A'REETP*WA .1603 • . • • . • PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 _NOTICE OF ACCEPTANCE (NOA} • • • • 0 4, • • • • • • • T. M. Window and Door . :': : : :.' '. 601 N. W. le Ave • • .. ... .. Pompano Beady Florida, 33609 SCOPE: This NOA is being issued under the applicable rules. and regulations governing the use of construction materials. 71c docuumentation 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 Ow Authority Having 7uris&c ion (AIM. Ibis 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 AHI (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 mamcfaeturer will mcur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product -or material within their jurisdiction. BORA. reserves the right to revoke this accqptance,, if it is determined by Miami-Dade County Product Control Division that this product or material fails to n:reet the regairomelds of the applicable building code. This product is approved as described herein, and has been designed to comply with the Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "515 " Aluminum Oatswing Casement Window -.M Impact APPROVAL DOCumENT: Drawing No. C%5_14% titled "Series 515 Aluminum Outswing Casement window -,1 through 11 of 11, prcparcd by mawrfacturer, dated 11 -15 -01 and last revised on 02-25-03 signed and sealed by Ballard L. Argos, P. E, bearing the Miami Dade County product Control Approval stamp with the Notice of Acceptance number and approval date by due Mum-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Euk unit shall bear a permanent label with the manufarnurces name or 1090, 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 Pace of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c:bange in the materials, use, and/or mannufuuctare of the product or process. Misuse of this NOA as an endorsement of any pmduct� fm sales, advertising or any other purposes shall automatically teiminabe 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 fv110wed by the expiration date may be displayed in advertising literature. Many 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 manuufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 01-1129.03 and consists of this page 1 as well as approval document mentioned above. no submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No 01-1129,03 Expiration Date: May 01, 2W8 Appr'aval Date: May 01, 2003 Page 1 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wmd-Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F171-2770 (00122) & FTT,2587(00004 dated 6/13/01 and 04- 04-00, signed and sear, by Antonio Acevedo, P. R and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04- 12-2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Iaf ltration Test, W FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Virind Pressure Loading per FBC, TAS 203 -94 along with installation diagram* of an aluminum casement window, prepared by American' Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09 -24-02, signed and sealed by William R Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09-27 -02,10- 04-02,12 -04 -15-02, and last revised on 0225 -03 prepared, signed and sealed by Ballard L. Argun, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 024205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00-0524.06 issued to Nebula Glass I t'l for "Glasslam Safety -Plus Laminated Glass ", expiring on 09 /09/03. 3. Notice of Acceptance No. 01 -0205.02 issued to Solutia Inc. for "Sa#lex/Keep Safe Maximum ", expiring on 05/21/2406. • 1 sl,�.� � . t_..GaK� L4haq L Chanda, P. E. Produd C m&d Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 7,003 E -1 . . :000: ... . . . .. . . ... . . . T. &L Window and Door :0* • • NOTICE OF ACCEPTANCE: E E VIDENC SIIBMTPfED .00. : ::, (For File ONLY. Not part of NOA) .' 000 000 �)��/`/�1 . : : 000 : 6 0 :60 . . I. M,amafacturees die drawings and sections. 0 :- ::::.- :' -. 2. Drawing No. C515 -1A% titled "Series 515 Alumumm Outswing Casubnetit voind*A -, I ::-- - -' through 11 of 11, prepared by manuftoturar, dated 11 -15 -01 and last revised on 02-25-03, signed and sealed by Ballard L. Argos, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wmd-Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F171-2770 (00122) & FTT,2587(00004 dated 6/13/01 and 04- 04-00, signed and sear, by Antonio Acevedo, P. R and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04- 12-2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Iaf ltration Test, W FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Virind Pressure Loading per FBC, TAS 203 -94 along with installation diagram* of an aluminum casement window, prepared by American' Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09 -24-02, signed and sealed by William R Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09-27 -02,10- 04-02,12 -04 -15-02, and last revised on 0225 -03 prepared, signed and sealed by Ballard L. Argun, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 024205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00-0524.06 issued to Nebula Glass I t'l for "Glasslam Safety -Plus Laminated Glass ", expiring on 09 /09/03. 3. Notice of Acceptance No. 01 -0205.02 issued to Solutia Inc. for "Sa#lex/Keep Safe Maximum ", expiring on 05/21/2406. • 1 sl,�.� � . t_..GaK� L4haq L Chanda, P. E. Produd C m&d Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 7,003 E -1 o • ••• i • • ••• •• •• • • • •• • •• • • • • • • • • • • • • ••• • • • • ••• T. K Wvidow and Door • 000 • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'1:ED o • 0 :4 :0 • • • • • • • (For-File ONLY. Not part of NOA) S s� E. ATEMEFNTS 000 . . . • . • • . • • • ••• • • • • •• • I. Letter of conformance and "No financial interest, dated 12-04 -2• s�ged & • • sealed by Ballard L. Argus, P.E. . .... 2 Statement letter of compliances part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida.. 3 Letter & marked -up drawing dated March 12, 2003 issued by-Fenestration Testing laboratory, signed by Roberto Robleto. F. OTHER I. None 1 std 1 • L.I,�.� � ishaq IL Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2408 Approval Date: May 01, 2003 E -2 PRESSURE RATING: LES Al 2. AND J EPORT No.: fTL -2770. ' /16" SAF -CLAS BY S1,0, EWAMWWAMCE � NNEHE� GLASS , ^R PQLYCARBONATE INTERLAYER NNEALED GUMS RSI'ANCE TEST: 1 LOO PSF EEE 4 Ot AVEERAQE YIELD STRESS- 153,882 PSI 3 THE FDCED PANEL 0) 13 Sj EQUIPPED WITH SUrr HINGES 'AND CUSTODIAL. LOCKS FOR I CLEANINO PURPOSES ONLY s L SHEET 0 or 1 t —r 20�8/B' SERIES 815 CASEMENT WINDOW LTEST UNIT ELEVATION VIEWED FROM EXTERIOR, SCALE: 1/2' +- 121 GENERAL NOTES 11. SERIES 815 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT). AS DESIGNED AND MANUFAC- TURED BY TM WINDOW AND DOOR. U.C. 2. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS No« FTL -2770. FTIr -2587 AND ALL- 0808.01 -02, AS US= ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1. S. AND 8 OF 11. RESPECTIVELY) 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINIMUM HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE - ALUMINUM THREE PIECE BUTT HINGES 8 ve LONG, LOCATED 7' FROM TOP AND BDTTOM AND AT MID -sPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS. WITH SURFACE MOUNTED KEEPERS, LOCATED 18 LEFT R RIGHT JAMBS ( BOTTOM ABUDI FORTREQIREMENTS EACH VENT SIB ARE INDICATED, AT - ONE (1) ROM OPERATOR AT SILL. LOCATED 4 1/2- FROM •EITHER LEFT OR RIGHT JAMB. B. EACH FIXED VENT' TO HAVE: - ALUMINUM THREE PIECE BUTT'HINOM 8 i/4" LONG. LOCATED 7- FROM TOP AND BOTTOM AND AT.MID -SPAN, WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCKS. WITH SURFACE MOUNTED KEEPERS. LOCA- TED 18- FROM TOP AND BOTTOM AND AT MID- -SPAN, WHERE THREE LOCKS ARE INDIMTED, AT LEFT OR RICHE JAMBS (SEE TABUS FOR REQUIREMENTS EACH VENT SIZE) . SURFACE KEY OPERATED CUSTODIAL WHERE CUMSTODIAL LOCKS ARE INDICATED (SEE TABLES LOCATED AT MID-SPAH OF WDAND SILL FOR REQUIREMENTS EACH VENT SIZE) S. WINDOW WEATHERSTRIPPING REQUIREMENTS . A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERMPPING GROOVE. 8. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450` (VENTS) AND 0.450- (FIXED UTES) GLASS•BTIE, USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD WITH SILICONE BETWEEN THE BEAD AND CLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 8083 T8. ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR X, XX AND XOX CONFIGURATIONS SHALL BEE A. 1/4.0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON � ANCHORS, WITH-THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 148,887 PSI"+ , ^R AVEERACE YIELD STRESS 188,787 PSI B. 3/18-0 HEX FLANGE OR FLAT HEAD TAPGON AN/CHORS, WITH FOLLOWING MECHANI CAL L PROPERTIM— MINIMUM YIELD STRESS- 150,142 PSI EEE 4 Ot AVEERAQE YIELD STRESS- 153,882 PSI 3 C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a FOR X AND XX CONFIIG�UURRAATIONS- - 1 1%4' FOR MOLLOW CONCRETE O� CONCRETE b. FOR XOX, XXO, AND 'OXX CONFIGURATIONS: - 1 1%4` FFOR H0U..OW�CONCRRET BLOCK ATJA BS ONLY 2. MINIMUM TAPCCN EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL -IS 3' FOR 114'0 TAPCON, AND 3 3/4- FOR 5118-0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS t /4 -. S. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPAC!NO REQUIREMENTS! - HEAD AND SILL OF OPERATING VENTS FOR X. XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT B' FROM ENDS AND 12 i12' O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 8" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE - HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS, LOCATE ANCHORS 8- FROM ENDS AND 20 5/8' O.C. MAXIMUM - JAMBS OF OPERATING AND FRIED VENTS FOR X. XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 8" FROM ENDS AND 15 1/18- D.C. MAXIMUM. n S. ABOVE ANCHOR SPACING ARE MAXIMUMS., REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED, TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. DRAWING INCEX SHEET 1. - GENERAL NOTES, ELEVATION (IETiT FTL -2770 AND NCH 18R GLASS) SHEET 2. - VERTICAL AN NOTES CROSS SECTIONS D BILL OF MATERIALS SHEET 3. - HORIZONTAL CROSS SECTIONS (7/18' GLASS) SHEET 4, - LOAD /ANCHOR/HARDWARE TABLES (X k XX CONFIG. -7/10' CLASS) SHEET S. - LOAD /AEI HOR /CLIPS /WIRDWARE TABLES (XOX CONFIG. -7/18" GLASS) SHEEP 8. - ELEVATION (TEST FTL -2587. LOAD /ANCHOR /HARDWARE TABLES /ANCHOR NOTES (X OONFlG. -S /18' GLASS SHEET 7. - ACROSS SECTIONS AND BILL OF MATERWS (X CONFIG. -5/18' GLASS) SHEET B. - ELEVATION (TEST ATL- 0808.01- 02,•ANC14OR NOTES (X DE XX CONFIG. -1/2' CLASS SHEET' 9. -LOAD /ANCHOR/HARDWARE TABLES (X At XX CONFIG. -1/2' CLASS) .•.. SHEET' 10. -MULL ANCHOR CLIPS DETAILS • SHEET 11, -PARTS LIST • • •Q•• •}E••• t�MFd � 3 111i�i SHUTTERS REQUIREMENTS: NO SHUTTERS ARE REQUIRED FOR THESE MSTALLAMONS. • r3 A .4 mill, MIN. TYP. EMBEDMENY: FOR X OR XX +1 1/2' FOR XXO,XOX, OR OXX •1 3/4' TYP. RMALNATTON INTO CONCRETE OW SUCK (SEE NOTE BELOW 3 L 1X P.T. WOOD BUCK (SEE NOTE BELOW] 13 U 1/ 3 1 MIN. TYP. EMBEDMENT: MIN. TYP, EMBEDMENT: r� FOR X OR )% -1 1/2' +{` } • x. w • FOR X OR XX-1 1/2' a; i ! ;' d FOR XXO,XO OR OXX AROUS, F„ 91 * FOR 7000 XOX OR OXX �?,r, s a ' Q +1 3X%4' • • • M; 4 2 S •; r ` ' C515 -lL i�LORIDA Nb.33888. MP • sr•ei s Cr h• • f 2 1/2' EDGE 2 1/2' EDDE OIL} 2 1 ETXtE D /2" E j +- —y{ DISTANCE woop BUCK NMI e11ON NOTE-- �} �) QN WOOD MM SHALL BE ATTACHED TO PRECAST INSNSI'ANlA SUBSTRATE AS RECOMENDED BY IN LAjATON ARCFRTECT OR ENGINEER OF RECORD I VERTICAL SECTION lA VERTICAL SECTION SONZ HALF SIZE SCALE: HALF SIZE 3/18' ANTIEALEO .0707• POLYCARBONATE BY 3118' ANNEALED OU GLASS DETAIL SCALE: FULL SIZE .w OEM f�Y�fb M IK • • • • AROUS, F„ 91 • R4 QN, 3324 • • • • 2 S •; r ` ' C515 -lL i�LORIDA Nb.33888. MP • sr•ei s Cr h• • TABLE * 3 a•J '• ON TMST Z72r SILL t ]�' ' X f. X�• a « .- 011 k M. ••• I RIM • �LuL�t�fL)j� "u�lDl � � �•� �iL�011�7�Q3 ®c =I �� ®�� 00 0 ' �i': ��° �aiFilLl ��r�L��F�l��ill • ,--J zit•• • C515 -LMT ��t TI��E�ii7f��'• 1�• ��I�F��1 0000 t*•]��Zfi��,��■1��1 [ aa^ ��r��nl��a© ��rrr� ■Fa��•n��:rz�>t��3�� :� � a��a�� r��lE�ra�fnl��s- as��1�r*•rr��l�s�ns ., • �al��a��■ :. • E_�� :�1 t't:�i�■El■EIn�]1�MCOX-M II�G� 3�� Off • , �'r'r,•�3� �� !<CI IL3�T:��i3I�7�31��i f EZ7�•� •1�i ��i�� SETA off- M." �I �l raj � �,c� �� r� ati� s�� i� � �rx�■ �� i:� �� ■�� r�: a3�a3res�Fa�zs► �a�n■© �. �r��t�■ ��• �� :��w��3��r��.��■�� -�■s . E ifEfilLl W3SWTI= MEMM�t�E�E3�iI��[�C�LE� .�E)• 3��.� [ L�'+ �l riifflLlEi�Ffl•7�T'��i� © ©��ii�� •. � �'??��EI�X +� .• • ��1��! E��[ ifl tllliF��. 33��f3# �' �E��i�E��3��Z• Fr3�� :��tI�3�C.'tIF33�� =�� f�ILl�7��L'•�3��3Ei!•�3Si�i0 •tT!7C� .� • �� l��E'•tT•7�!�!�"�I1C•7��© mw- mow- 7�xm:l- �I�€�� = tom. -SEE ANCHOR NOTES- ON SHEET 1 OF 11 -SEE MULLION ANCHOR CUP DETAU ON SHEET 10 OF 11 I ' IIi � _ i,ll L•1 _ � J L� !�� i�l F7 1` Ff I V u � NO SHUTTERS REQUIRED FOR THEM IN5IALLATfONS OTHER CONFIGURATIONS { + MAX. F.W. - ' I+ MAX. F.W. TABLE #3) TrsLL EM TAKE OF 11 ro N:M4 011 k M. ••• I RIM • BAL ARD L AROUS• P.E. • ERRAOE• 33324 • .• R 00 0 ' . . • ,--J zit•• • C515 -LMT ORIaa 6.3swe. cwl.. • • •••• • • 0000 F 30" MAX. RAME WIDTH 22 , D MAX. D. n c EES �n .LL � MA �1 LOC SERIES 61$ CASEMENT WiNWW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE: 1/2' - 12' DESIGN PRESSURE RATING: SEE TABLE f4 IS PAGO GLAZMG:••8 /18' SAF-GL S BY S.I.Q. - 'I /8'. HEAT STRENGTHENED GUESS 0.089' POLYCARBONATE INTERIAYER '1 S' HEAT STRENGTHENED CLASS TEST REPORT N•.: FTL -2887 WATER RESISTANCE TESL io.92 PSF 1/8" HFAT STRENGTHENED .089' POLYCARBONATE 13Y S.I.G. 1 /a' HEAT SLREN(TTT0IkD QLAMAVI 1 EXTERIOR j8 .x 3/4' SM& e "SEE 01337 BELCYt), S /18" OVERALL LAMINATED SAF -CHAS) BY SECURTY IMPACT GLA83 HOLDINGS, LLC GLASS DETAIL SCALE: FULL SIZE GENERAL NOTES 1 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A, EACH OPERABLE VENT TO HAVE: ALUMINUM THREE PIECE BUT HINGES 8 1/4" LANG. LOCATED Y FROM TOP AND BOTTOM AND AT MM -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLE /4 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOOTER, WITH DOUBLED .SURFACE. MOUNJtD t(EEPERS, LOCA- TED 12" FROM TOP MD BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS AMM IKEAMM, AT LEFT OR RIGHT JAMBS (SEE TABLES #4 FOR RWUR04NM EACH VENT SIZE - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2' FROM. EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REOUIREMENS: A SINGLE ROW, WOOL PILE WITH INTEDRAL PLASTIC FIN. — LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSMPPINQ GROOVE. 3. GLAZING METHOD: EXTERIOR •CLA WITH 0.450' (VENTS) GLASS BITE, USING SILICONE AND AN ALUMINUM TUBE GLAZING BEM. WITH SILICONE BETWEEN THE BEM AND GLASS. GLAZING BEAD TO BE FASTENED WITH A. SINGLE ROW OF #8 x 314' Ffl. SS. SMS. LOCATED AS FOLLOWS- - HEAD. AND SRI- 3' FROM ENDS AND 8' O.C. MAX. — JAMBS: 3' FROM ENDS AND 10 314" O.C. MAX. 4. ALL 'STRUCTURAL MEMBERS SHAD. BE ALUMINUM ALLOY 8083 —T8. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. TABL11 0 4: NO SHUTTERS REQUIRED FOR THESE 1NSTALlATIONS ( ANCHOR NOTES i INSTALLATION REQUIREMEM 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL SE- A. 1/4 f ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS. WITH THE FOLLOWING, MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 148,887 PSI AVEERACE YIELD STRESS- 138,767 PSI IL 8/16.0 ELAO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEM TAPCON ANCHORS, WTH THE FOLLOWING MECHANICAL PROPERTIES: MINHMUM YIELD STRESS- 180,142 PSI AVEMWE YMLO STRESS- 185,882 PSI C MIMMUM TYP. EMBEDMENTS ARE AS FOLLOW, a. FOR X AND XX CONFIGURATIONS: 1 1 f4- FFOORR HoO°il6w C�ANTIRETETIMUC iM " b. FOR XOX, XXO AND OXX CONFIGURATIONS: • 1 t R C�J%4FO HO OW CONRBLOCK AT JAMBS ONLY 2. MINIMUM TAPCON •EDGE OISTANCE FROM EDGE OF CONCRETE OR BLOCK 3 2 1/2' 3. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4'. 4. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SCUD LINES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION. DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING RFOURES!<<' M - HEAD AND SILL OF OPERATINC VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6' FROM ENDS AND 16' O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS a- FROM ENDS AND 15 3/8" O.C. MAXIMUM. vow woo .00 001 jell lc 13, n • • • •• • ;•;GI 0515 —LMI • WRRDA NZ5686, CAL • BMW 6 OFav • 0 • • 0000 • • i • • 0000•• • • — 2' NOM. WIDTH �+ - 1 p Q Q 2 1/2' EDGE DICE I VERTICALSECTIOW 7 WOOD BUCK Mat' I ATION NOM, WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHRECT OR ENGINEER OF RECORD CAI t 1/2' MIN. TYP. INSTALLATION INTO CONCRETE P.T. WOOD BUCK EE NOTE BELOW) NO SHUTTERS REQUITED FOR THESE INSTALLATIONS i a . a• = a1 �! T Tx , •- IN _ ��ZIt,�:�,111 111111;;,= - - - -�- -- O 3 9 Um or-ON mrim—*T.w MEM"7401—Tim Q. L8 TERRAC EXTERIOR N 33324 ��11 i ... l:l�.A:YL'<aiS� .l�t�i1 � • l � _ iii. :`jt''s :h'r' • • o• Km 7 8 7 1 5 8 5 21 $ 9 0 9 3T •• • •••• y NUP- iF3C:r3•T..�%7�Fk�T'CiLt.''� 8 ],e _. � �` �i m. - F ��ll:�ll: , , ' MITO CONCRETE BLOCK i1< ��'♦i�TY7cT:1�F�•'fi�a��ctl'P. • • • • • • • • • `?!� a� -r . 33 t � L�1♦ 2 JAMB HINGE DE AIL ' S JAMS LOCK DETAIL z t • � RORIDA Nd.33898, Ci01! • C515 star —LMI ot� 1M • • IREWW :T-7� r�aR�F � "It! 3i 1iu ' as Fmrrwz Y.1� tiAa� iILYlT1IZIZ z3 ? . •. :..uu 7• f !!.• , m�C� .:_.. !•1 iii %iL�1 � « i1:i�L u �� - �; �✓E7l'IQ.�'7�� NO SHUTTERS REQUITED FOR THESE INSTALLATIONS i a . a• = a1 �! T Tx , •- IN _ ��ZIt,�:�,111 111111;;,= - - - -�- -- O 3 9 Q. L8 TERRAC EXTERIOR N 33324 a? <i:st4 r�.•,b � +' :`jt''s :h'r' • • o• • i 7 8 7 1 5 8 5 21 $ 9 0 9 3T •• • •••• y TYP. INSTALLATION 8 TYP. INSTALLATION • • • •' ' MITO CONCRETE BLOCK WINDOW FRAME WIDTH INTO CONCRETE • • • • • • • • • `?!� • • 2 JAMB HINGE DE AIL ' S JAMS LOCK DETAIL z t • � RORIDA Nd.33898, Ci01! • C515 star —LMI ot� 1M • • 7 5 /5' J . L SERIES 515 CASEMENT WINDOW (TEST UNIT 8"ATI VIEWED FROM EXTERIOR) SCAM 1 / 1 GENERAL NOTES DESIGN PRESSURE RATING: SEE TABLES #5 AND #0 ON PACE 9 OF 11 TEST REPORT No.: ATL 4608.01 -02 GLAZING: 1/2' OLASSLAM BY NEBULA GLASS 3/18+ ANNEALED CLASS - 0.0, 110,�YESTER 0.060' POLYESTER 3/1 B' ANNEALED CLASS WATER RESISTANCE TEST: 1200 PSF 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE: ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED Y FROM TOP AND BOTTOM AND AT MID -SPAR WHERE THREE HINGE UNITS ARE MCATED,(S3: TABLES #5 & f8 FOR WANT" SUWACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 7 3 /8" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED. AT LEFT OR R09 JAMBS (SEE TABLES f5 & 45 FOR REQUIREMENTS EACH. VENT SIZE) - ONE (1) ROTC OPERATOR AT SILL, LOCATED 4 1/2' FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHER5TRtPPINO REQUIREMENTS: A. SINGLE ROW, WOOL PLLE.WITH• INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPINQ GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.375" (VENTS) CLASS BITE, USING' SILICONE AND AN ALUMINUM TUBE GLAZING BEAD. WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BFAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTXX 4. ALL STRUCTURAL MEMBERS SHALL BE' ALUMINUM ALLOY 6063 -T8. 5. NO SHUTTERS ARE REQUIRED FOR THESE PWALLATTONS. ANCHOR NOTES INSTALLATION REQUIREMENTS: 1. TYPICAL ANCHOR TYPE FOR. X AND XX CONFIGURATIONS SHALL BE: A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS. 146,887 PSI AVEERAOE YIELD STRESS- 158,767 PSI' ' B. 5/18'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM 'YIELD STRESS- 180,142 PSI AVEERAGE YIELD STRESS- 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: o. FOR X AND XX CONFIGURATIONS: 1 1%4' FOR HOOD BULB CONCRETE b. FOR XOX. XXO, AND OXX CONFIGURATIONS- 1 11/4' FO HOLLOW CONCRETER BOLO CKK AT�J NIBS ONLY 2 MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLACK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFL4MMON VERTICAL MEETING RAIL• FOR 1/4 "0 TAPCON IS 3'1 AND 3'3/e FOR 5/18'0 TAPOON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4'. 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME MAXIM[JL1 ANCHOR �ACMO REQUIREMENTS - HEAD AND SILL 'OF OPERATING VEN15 FOR AND XX CONFIGURATIONS, LOCATE ANCHORS 8' FROM ENDS MID 20" O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RATS FOR XX CONFIGURATION, LOCATE ALL ANCHORS IN CLUSTER WITHIN 8' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE - JAMBS OF OPERATINO AND FIXED VENTS FOR X AND XX CONFIGURATIONS. LOCATE ANCHORS 8' FROM ENDS AND 14 15/10- O.C. MAXIMUM. 8. ABOVE ANCHOR SPACING ARE MAXIMUMS: REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MAINTAIN 3" MINIMUM SPACING' BETWEEN AWACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS .010' P 060" POLYESTER i .080' ISOVA STER 3/18' ANNEALED /kAaSS -� f 1--3/18' ANNEALED GLASS EXTERIOR S -500 112' OVERALL LAMINATED GIALSSLAM S4FET -PLUS) BY NEBULA GLASS TKINAL INC. GLASS DETAIL SCALE FULL SIZE dell F- n v AW !i°Ad'Bwt'R� w 72" MAX. FRAME WIDTH °• 20' 6. MAX. g+ 2p" �.L � MAI 0 • ••• s CAM . LOCKS HINGES i. I F Je 14 • _. 1 Q 7 5 /5' J . L SERIES 515 CASEMENT WINDOW (TEST UNIT 8"ATI VIEWED FROM EXTERIOR) SCAM 1 / 1 GENERAL NOTES DESIGN PRESSURE RATING: SEE TABLES #5 AND #0 ON PACE 9 OF 11 TEST REPORT No.: ATL 4608.01 -02 GLAZING: 1/2' OLASSLAM BY NEBULA GLASS 3/18+ ANNEALED CLASS - 0.0, 110,�YESTER 0.060' POLYESTER 3/1 B' ANNEALED CLASS WATER RESISTANCE TEST: 1200 PSF 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A EACH OPERABLE VENT TO HAVE: ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED Y FROM TOP AND BOTTOM AND AT MID -SPAR WHERE THREE HINGE UNITS ARE MCATED,(S3: TABLES #5 & f8 FOR WANT" SUWACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 7 3 /8" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED. AT LEFT OR R09 JAMBS (SEE TABLES f5 & 45 FOR REQUIREMENTS EACH. VENT SIZE) - ONE (1) ROTC OPERATOR AT SILL, LOCATED 4 1/2' FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHER5TRtPPINO REQUIREMENTS: A. SINGLE ROW, WOOL PLLE.WITH• INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPINQ GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.375" (VENTS) CLASS BITE, USING' SILICONE AND AN ALUMINUM TUBE GLAZING BEAD. WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BFAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTXX 4. ALL STRUCTURAL MEMBERS SHALL BE' ALUMINUM ALLOY 6063 -T8. 5. NO SHUTTERS ARE REQUIRED FOR THESE PWALLATTONS. ANCHOR NOTES INSTALLATION REQUIREMENTS: 1. TYPICAL ANCHOR TYPE FOR. X AND XX CONFIGURATIONS SHALL BE: A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS. 146,887 PSI AVEERAOE YIELD STRESS- 158,767 PSI' ' B. 5/18'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM 'YIELD STRESS- 180,142 PSI AVEERAGE YIELD STRESS- 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: o. FOR X AND XX CONFIGURATIONS: 1 1%4' FOR HOOD BULB CONCRETE b. FOR XOX. XXO, AND OXX CONFIGURATIONS- 1 11/4' FO HOLLOW CONCRETER BOLO CKK AT�J NIBS ONLY 2 MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLACK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFL4MMON VERTICAL MEETING RAIL• FOR 1/4 "0 TAPCON IS 3'1 AND 3'3/e FOR 5/18'0 TAPOON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4'. 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME MAXIM[JL1 ANCHOR �ACMO REQUIREMENTS - HEAD AND SILL 'OF OPERATING VEN15 FOR AND XX CONFIGURATIONS, LOCATE ANCHORS 8' FROM ENDS MID 20" O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RATS FOR XX CONFIGURATION, LOCATE ALL ANCHORS IN CLUSTER WITHIN 8' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE - JAMBS OF OPERATINO AND FIXED VENTS FOR X AND XX CONFIGURATIONS. LOCATE ANCHORS 8' FROM ENDS AND 14 15/10- O.C. MAXIMUM. 8. ABOVE ANCHOR SPACING ARE MAXIMUMS: REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MAINTAIN 3" MINIMUM SPACING' BETWEEN AWACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS .010' P 060" POLYESTER i .080' ISOVA STER 3/18' ANNEALED /kAaSS -� f 1--3/18' ANNEALED GLASS EXTERIOR S -500 112' OVERALL LAMINATED GIALSSLAM S4FET -PLUS) BY NEBULA GLASS TKINAL INC. GLASS DETAIL SCALE FULL SIZE dell F- n v AW !i°Ad'Bwt'R� w • ••• s • F Je 14 • C515 —LMI �•; lab ' I�ORtDA Nb.35888. CI4t0 • • seer a d/ M • 1U{I`rDAOE BUILDING CODE COMPLIANCE OFFICE (RCCO) PRODUCT CONTROL DIVISION A -) f �_. P (*� • • • • • • MWfl -DADE COUNTY, FLORIDA METRO -DAME F�t6GLER %UtLDWO 140 WEST FLAGZ,Est *;KEE. , SCI TE160 M � LLWIDA 3:130J-563, (305) 375- 1 CAX 13 375R?08 — l tr � Z � • ••f •• • • NOTICE OF ACCEPTANCE (NOA) 'T.M. Vi'mdow & Door Co. • • ' ' ' • 601 NW 12 Ave. ' ' ' ' ' ' Pompano Beach, FL 33069 off f . 0 0*00 00 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 expiratioa 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 mamier, 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 rigbt to revoke Ibis acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fans to meet the requirements of am applicable building code. Ibis product j$ approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. : DESCRIPTION: Series 1230"Outswing 1?oor.with Sidelites I.11iI APPROVAL DOCUMENT: Drawing No. W02 -77, titled. "Series 230 Alum Out -Swing Door W /Sidelites sheets 1 through 6 of 6, Prepared, signed and sealed by Humayoun Farooq, PX , dated 08/28 102, bearing the M==Dade, County Product Control Approval stamp with. the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small missile Impact LABELING: Each unit shall bear a permanent label with the man cutter's name or to folio uk . go, city, stale and wing 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 Ibis product. TERMINATION of this NOA will oce r after the expiration date or if them-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 MiamiDade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of.die NOA is displayed, then it shall be done in its entirety. INSPECT ION: 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. The submitted documentation was reviewed by Theodore Berman, P.E. c`Cr NOA No 02- 1016.09 . Expiration Date: December 26, 2007 Approval Date: Deader 26, 2002 Page 1 t • ••. • • • •.• :000: • • • :*o*: • T.M. Window & Door Co. ••• . 09 •• NOTICE OF ACCEPTANCE: EVIDENCE SUB :. • ' : : •.:::. (For File ONLY. Not part of NOA) ' . . ' ' •• ... . . A. DRAWINGS 1. Manufacturer's die drawings and sections. ' . ' . 2. Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W/�j jiffs;, - - ::....' 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.R., dated 08- 28102. B. TESTS L Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E.. 2. Test reports on 1)Unifocm Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203_94 4) Forced Entry. Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outs*ving door, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FT1- 2648, dated 06/26/00, "signed and sealed by Aldo P. Gonzales, P.E. 3. Test reports oa 1) u form Static Air Pressure Test, Loadingper FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201.94 .3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per -FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestratiori Testing Laboratory, Inc:, Test Report No. FTL- 3053, dated 06126100, signed and sealed by Aldo P. Gonzales, P.E. G CALCULATIONS i. Anchor Calculations and structural analysis, prepared red by Al Farroq Corporation, dated 101- 0115/02, signed and scaled by Humayoun Farroq, P.E. D. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 01 -0205.02 issued to Solutia Inc, for Wex/Keepsafe Maximum" dated 05117/02, expiring on 0'5121/06. *TVhor:e:�%Au, Deputy Director Product Control Division NOA No 02- 101609 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E -I . fi Theodore Berman, Deputy Director ProdactControl Division NOA*No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E•2 , , 000-0, E. STATEMENTS , , .,, 1. Statements letter of conformance, dated 10115102, signed and sealed .Uy • • Humayoun Farroq, P.E. • • • 2. Statement letter of no financial interest, dated 10/15/02, signed jhd'Wed b�.:.. Humayoun Farroq, P.E. F. OTHER .... .. ,.. .. 1. Letter from Pistorino & Alam Consulting Engineers; Inc. • • • fi Theodore Berman, Deputy Director ProdactControl Division NOA*No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E•2 hl -�l 146 ,. ,r,,, : .• � . Fri APP WIDTH SURFACE APPLIED' / FALSE MUNtIN6 i e• 1 VAX s• � e' 3' MAX . �3• MAX. •N, MUNTM MAY 6E UbsO A C HUO /SIU. tN MAY at UStO L` H I QORNERS y� r Z O 3' r N 1 11 erg if zmn}> z -ra-rr ^sraY,si}rrr _r _slSaw -rrr ! : r2s-�} O n lu of n 4 u R n • ii / R Ir \ 1� l / tl n \ o '� :aaarasaaaas sp_ *�aaa graa�a�r raaazy rrrrs, ! a7! -a trzr � aaaayh --'pa O '�`^ � zaaaa aaraa sa � ,a: ti It 11 II t• 11 I .�. a n n It I u 310 n H it \ tl tr 7 Iut \ u / n I paar 2 It \!I ' i!✓ 1 \il i✓ u �l\ / it It tI\ It ¢ 100 :rr�trr_ rrrr \ srr Lrr rrr_ =; _r= r==r�c 5s It $ g Ilk 33 3 1e" 26 1/2' 26 112" 33 J/e' 20 a /e• 2a s/e' .4 0.4 A .400. pt 0 Y • � 1�. I,�iw 34 1/2, � � z•� M AN M 34 I r A AN WDTH 34 1/2' PANEL WIDtH �! AN WI H O• 37.5/6" 71 1 6" 0 H WIDTH SllDcQ=n MOTH ( OXXO ) TYPICAL ELEVATION TESTED UNITS SERIES -230 ALUM OUT —SMIN DOOR X/ STDEL•TTES DOORS /SImtm GLAZED WRH tAMMTED CLASS RATED FOR LARGE AND SMALL MISSI.E IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD AknNCS. THIS PRODUCT IS OESIONED TO COMPLY WIH THE MOH YELOC" HUMCANt -ZONE OF THE 2001 FLORIDA OWING CODE ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE'ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERM SHALL BE BEYOND WALL DRESSINO OR STUCCO. ANCHORING OR LOAOINO CONDITIONS NOT SHOWN IN THESE OETAILS ARE NOT PART OF THIS APPROVAL. ( XX ) ^• RAR 067 • • • •. • • • •••••• 2002 • • • • • oroein9 .. .. . •• !no`S. • I wad'• - /`� Of � • th00t , • • •• • •••• • • W Wx es WX X v o \ i x 0 I / \ 6,0 M o �\ III L O \ / as t n ,I I X v • (� X ' O • �a 7 �; • I® i a. W � y pb.•aYios� O p ` bb�b� b g a o ° O iO G o Q t s \ 4 .• � -- - s �8• p o \ i x 0 I / \ 6,0 M o �\ III L O \ / as t n ,I I X v • (� X ' O • �a 7 �; • I® i a. W � y pb.•aYios� O p ` bb�b� b g a o ° O iO G o Q t s 4 .• � -- - s �8• p A 1/2' + ►� MK 1Y/: � Ls i1JtiS4 � Q K � s R Q t s ° .• � -- - s �8• p 1/2' + ►� MK 1Y/: � Ls i1JtiS4 � Q K 1/T' 1qt. IYP. � 8 RA C1hTS EOE C44C4 I,.� u sus -2�o xtsl out -sic oroR a/ SEWIES AL —PQooQ CORPORATION 7M wa�now Aga noon m...O.o..00.-Ooo, 604 N.w. t27H AvE. 4135 sv► E7 ,roc t�OLIpANQ BEACH. FL 33069 • t bmx 33174 70- (934).781 -4m FA%. (934) 784 -3078 7E1.. Y64 -EIOD FAt (300) 262 -697II c •• • �9MP -ANI. X92 -T7fxr 0 • • ••• ••• •• • • • • • • 6 dds �•-2}pI fCY1330i�t'. •, • • 3 • ° oft tF • ••• • � s R Q t s ° .• � -- - s �8• p 1/2' + ►� MK 1Y/: � Ls i1JtiS4 � Q K 1/T' 1qt. IYP. � 8 RA C1hTS EOE C44C4 I,.� u sus -2�o xtsl out -sic oroR a/ SEWIES AL —PQooQ CORPORATION 7M wa�now Aga noon & �„ a 604 N.w. t27H AvE. 4135 sv► E7 ,roc t�OLIpANQ BEACH. FL 33069 • t bmx 33174 70- (934).781 -4m FA%. (934) 784 -3078 7E1.. Y64 -EIOD FAt (300) 262 -697II c . �9MP -ANI. X92 -T7fxr A •41 . N.,. Izin dI io 0 �%4- CIA su DRUM SCREW$ TYMCAL AM"" rymm ANCHORS WAI . 141 r-:2' TM `A�lnr Stt t", FOR Stt tLtY. roR sP,- --��•. '..tom -• -- -Y -sra tuv FOR aPAaNa� �T-r . •.. /' .1 % �sa ti v .'� sP.4Cn+e � I I ry is KS wn �2 aY WCK / . N.,. Izin dI io 0 �%4- CIA su DRUM SCREW$ WOOD BUCKS NOT BY IM WINOM Mtw SUSTAIN 1'YPIGAL ANCHORS; SEE CM. FOR SPACINO 4 N ii LOADS IMPOSES BY Owm sYSTEM AND TRANSFER /t• dA THEM TO THE BtBL M STRUCTURL 1 INTO YfOOD BUCKS OR WOOD STRUCTURES 1 -3/4- MIN. PENETRATION INTO WOOD THRU 1BY OR 211Y WOOD BUCKS INTO MASONRY OR CONC. n 1 -1/4- MIN. EMBED INFO MASONRY OR CONC. MiRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MWRONRY OR CONC. a L" j /1C St'(O DRnttNO S&gm (D tFOR X47.1 INTO MtT•AL STRUCTURES (STEEL OR ALUMINUM I /e' MIN. THICKa STEEL 3 Fy -6 30.KM MIN. ALUMINUM : 0063 -75 MV. m FRAME CORNERS AND OLA2M BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. 1t�b F 4 SEAMS BETWEEN MULLION AND JAMOS SCALD WITH SU-- RtNOES e 7 -E /Q" LONG ALUM BUTT HINQES. AT 11' FROM EACH ENO AND ONE AT MIOSPAN OF IFAF. STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON E)MOR AND THUMB TURN ON INTERIOR AT EACH ACTIYt LEAF I= MILE, +0- FROM EOTTOM CONYWONAL LOCKSEI' WITH KNOB, KEY OPERATED ON p• , ii REOD. FOR EXTERIOR AND THUMB TURN ON MTERIOR AT EACH ACTA'E LEAP LOCK STILE. 34 -1 /2- vR" Iftm rA AABBOA +0u PV MANUALLY OPERATED CC LEQ H DOLTS • • • • AT TOP & 001TOM OF E I,�CK S71LE • • 6ESF • • • • ffL11SK BOLTS AT MP 4 NVOW OF AMM AND MACBVE LM • 10 . • • ;\ 'J t t K aoacD Wltlfro m mG"♦ NE MARNMa) • • RE00. FOR ABOVE 1&0lf.0 P3F a •�sw iil•t4 g L • • WPM ANCHORS m 'ntv FOR sPACMO 7NUIMMUK • • eneet f • • e • •nm tT^r =mn �!^^r ou N r aI.F r n •IT. ` f Mrs i' ��I I • t I4 It Js taoCW � +1� �"raJ•••• • • • N A T • •• 00.060 •nm tT^r =mn �!^^r ou N r aI.F r n •IT. ` f Mrs i' ��I I • t I4 It .S fA L rg� r � LIM � i u I as L � r � 1 's b E 1-� 1 cm 00011 .M1y 90( N � 3ro o ' Y 4 o b Z » N 4 1 V � 4 11 s• x„ 0-1 0 1 1 1 1 4� l ala l xat5 -= MA =-$*= DOOR 11/ 2DRq TM "OW AND DOOR 601 &W. 127!1 AW- POMP" BEACH. R- 33069 WL (954) ?81 -4430 FAX (954) MI-SM SW 87 AR P DMk 33174 .1 s L—ktT �Aj 9 �0 DESMW C1 05) 262 -69Ai, '/ r' �. o. • • • • • •• • • • • ••• • •• • • • • • • •• • • • ••• •• � � a � p•..�}p2 rers�on>y ••• i N �as�•••t�1 s i +J J• 4L • • V•4 A. • • 11 s• x„ 0-1 0 1 1 1 1 4� l ala l xat5 -= MA =-$*= DOOR 11/ 2DRq TM "OW AND DOOR 601 &W. 127!1 AW- POMP" BEACH. R- 33069 WL (954) ?81 -4430 FAX (954) MI-SM SW 87 AR P DMk 33174 .1 s L—ktT �Aj 9 �0 DESMW C1 05) 262 -69Ai, '/ r' �. -r I yffi �� . p 8 Af/ewdse mod►• j l*w O.e► rq • • • • •• 000000 •• • ,4 • 000.0• • ti • • 0000 • • • 0000 0 3 ! t B 00.00• •• 1 $ , ' *-000 • • • • • drewinq no• ••••• • W02 —%% • • • 0 •••• • • • • 00000• • •0 • . . ... . . . ... MM I ADE AHAMI -DARE COUNTY, FLORIDA MI 1'W jD,f)E FLAQLER VALDINV • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST 4,QQGM% StREtr, SUITE 1606 • • • PRODUCT CONTROL DIVISION • MIA W- FLO"JA IV30- 1561• NOTICE OF ACCEPTANCE OA ' ' • • (305) 175 -29'01 FAX(305)375-2908 .. 00. '. Kinco Limited • P.O. Box 6429 ' • .. 0 . . *-0 . . . ... .. Jacksonville, FL 32254 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 the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) 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 BCCO (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- BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series KMPSH -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by AI- Farooq Corporation, dated I2/26/01, with revision A dated 02/12102, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0128.06 ° K Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 GLASS TYPE 'A' OVERALL THK LAMI -3 TEO BY 'CAROErAI 1 /4' ANN. GLASS 1/4- AIR SPACE 1/11• NEAT sTREN. CLASS .090• PYB INTERLAYEN 1/8- ANN. MASS ONE PART SILICONE 6 P) IECM O PART SILICONE TWO PECORA 900• . GLASS TYPE 'C' 34 O A LAMI/ A H L //8' NEAT STREN. CLASS Z ' PVB INTERlAYER 8- ANNEALED MAU ONE PART SILICONE 'PEOORA 090' OR TWO PART SLICONE PWORA 990' GLASS TYPE '9' 3 0' OVERAl THK UMI TED BY CARDINAL' t 11 1 /b- ANNEMM GLASS 1/4- AIR SPACE 1J$• ANNEALED GLASS sEAgT01RM 'TYPE 1/0• ANNFitlm GLASS ONE PART SILICONE PEOORA $95' OR TWO PART SILICONE •PECIXfA 9115' 1/0- ANN. GIASS 110• ANN. CLASS F LAMINATED BY 'CARDINAL' SEWMRLAYIM AS RM rfPE a —1/0• ANNEALFA GLASS GLASS TYPE 'E' 1/8' ANN. GLASS 3 /e' oVERAU THK1 ALED GLASS ONE PART SILICONE PECDRA $2111 OR a 1YVO PART SILICONE O -ro O PECORA 905• 10 r-I 7EWRA 9 rs LOADS TO THE STRUCTURE • • • • • • • 8. ANCHORS SHALL SE AS USTEO, SPACE; % SHOWN ON 0t7.'; • Ef�RA 895' OR - O PART SILICONE Te < ECORA 985• DRESSING OR STUCCO. 6 GLASS TYPE 'A' OVERALL THK LAMI -3 TEO BY 'CAROErAI 1 /4' ANN. GLASS 1/4- AIR SPACE 1/11• NEAT sTREN. CLASS .090• PYB INTERLAYEN 1/8- ANN. MASS ONE PART SILICONE 6 P) IECM O PART SILICONE TWO PECORA 900• . GLASS TYPE 'C' 34 O A LAMI/ A H L //8' NEAT STREN. CLASS Z ' PVB INTERlAYER 8- ANNEALED MAU ONE PART SILICONE 'PEOORA 090' OR TWO PART SLICONE PWORA 990' GLASS TYPE '9' 3 0' OVERAl THK UMI TED BY CARDINAL' t 11 1 /b- ANNEMM GLASS 1/4- AIR SPACE 1J$• ANNEALED GLASS sEAgT01RM 'TYPE 1/0• ANNFitlm GLASS ONE PART SILICONE PEOORA $95' OR TWO PART SILICONE •PECIXfA 9115' 47 3/0- GLASS TYPE 'D' 110• ANN. CLASS F LAMINATED BY 'CARDINAL' .090* WtERLAYER SAFLEX KEEPSAFE —1/0• ANNEALFA GLASS GLASS TYPE 'E' t /8- ANN. GLASS 3 /e' oVERAU THK1 ALED GLASS ONE PART SILICONE RLATER UTACTTE 'PECORt 8911' OR SILICONE Ze O 7EWRA 9 rs LOADS TO THE STRUCTURE • • • • • • • 8. ANCHORS SHALL SE AS USTEO, SPACE; % SHOWN ON 0t7.'; • Ef�RA 895' OR - 47 3/0- GLASS TYPE 'D' 3/4. OYERALL THK. F LAMINATED BY 'CARDINAL' L THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA DUDDIN0 CODE —1/0• ANNEALFA GLASS GLASS TYPE 'E' E 3 /e' oVERAU THK1 ALED GLASS INATED BY 'HGP' 47 3/0- GLASS TYPE 'D' 3/4. OYERALL THK. LAMINATED BY 'CARDINAL' L THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA DUDDIN0 CODE —1/0• ANNEALFA GLASS E ALED GLASS RLATER UTACTTE ALSO FCR WIND LOADS AS PER A$CE 7 USING CORRESPONDING LOW& • 11/4' NNEALED OIAS8 NE PART SILICONE LOADS TO THE STRUCTURE • • • • • • • 8. ANCHORS SHALL SE AS USTEO, SPACE; % SHOWN ON 0t7.'; • Ef�RA 895' OR - O PART SILICONE Te < ECORA 985• ANNEALED CLASS FILM 2000 -AIR SPACE 1/8' POLYCARBONATE AIR ;PAC E -� /$ ANNEALED GLASS GLASS TYPE 'F' GLASS TYPE 'G' 3/4' OVERALL iHK. I /4' OVERALL THK. LAMINe5TE0 BY 'CARDINAL' LAMINATED SY 'PROTECTNE CLASS AND.' WWT M-1 61 C p Q r ri g ��g ypN� �x K NOTE sa S L THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA DUDDIN0 CODE 1994 EDITION FOR ML4MI -DACE COUNTY OR FLORIDA W=W COW • • ALSO FCR WIND LOADS AS PER A$CE 7 USING CORRESPONDING LOW& • & WOOD BUCKS by OTHERS. MUST $E ANOVED:epvtLY TO TR1�2M• LOADS TO THE STRUCTURE • • • • • • • 8. ANCHORS SHALL SE AS USTEO, SPACE; % SHOWN ON 0t7.'; • �• - ANCHOR EMBEDMENT TO BASE MATLOtIV 94" eE MONO OMILLL • < DRESSING OR STUCCO. 6 • 0060 0 • &V-. DR. WWAYOUN 00 0000 - • FI.t PE { 70007 -RAgb OASCOMPA%WITNTHE R - • 6 SQYW tORIDA • • �' 6 i MAW d"Inq n09 NT FES 1 3 2 02 1�E W016 -.51 C� ANA $ ttset •of : _ 0 0 . I 0 FIN FRAME WINDOWS pSSttlN LOAD CAPACITY - PSF SIIUTTFR3 NOT DUCK DINS. antes rnss 'A' $' OR 'B' on1� TYPEa C' 'D' OR 'F' Dues TYPE WIDTH HQOHT E%T.( +) 1NT. -) p(G +) iNT. { -) E%T. {+) 1NT -) 24• U. 32" J6" 40' 44' 4a" 42' 29' (3) 70.0 loa 70.0 loa mo 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 10.0 70A 70.0 T0.0 70.0 70.0 70.0 70.0 7a0 70.0 70.0 70.0 70.0 70.0 70.0 7a0 70.0 70.0 70.0 76.0 70.0 10.0 70.0 70.0 70.0 70.0 T0.0 70.0 70.0 70.0 70.0 70.0 24• 28" 32' 36' 40" 44• 4a" 8Y 38' (3) 70.0 70.0 70.0 70.0 70.0 74.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7a0 70.0 70.0 70.0 70.0 70.0 70.0 70.a 70.0 7D.0 10A 70.0 70.0 70.0 10.0 70A) 70A 70.o To.o 70.0 Tao 10.0 10.0 70.o Too 10.0 70.o Too 10.0 TOA 70.0 70,0 7a4 70A 70.0 Z4' 28" 32" J6' 40• 44• 4a• 82' K' {i) 10.4 70.a 70.0 70.0 70.0 74.4 10.0 10.0 Tao 10.0 70.0 70.0 70.0 70.9 70.6 TO.o 7tlo 70.0 70.0 70.0 74.0 70A 70.0 70.0 70.0 70.0 10.a 70.0 3 -1/8' ]".0 a 7ov m.o 70.0 10.4 7Qa 0 70.0 7o.a 10.0 10.0 79.0 70.0 70.0 70.0 70.0 45.5 a5A 24` 28' 32' 30' bp" 44' 45' 52' 49.0 49.8 63.8 83.8 aS.B 34.8• FIN FRAME WINDOWS pSSttlN LOAD CAPACITY - PSF SIIUTTFR3 NOT DUCK DINS. antes rnss 'A' $' OR 'B' on1� TYPEa C' 'D' OR 'F' Dues TYPE WIDTH HQOHT E%T.( +) 1NT. -) p(G +) iNT. { -) E%T. {+) 1NT -) 24• U. 32" J6" 40' 44' 4a" 42' 29' (3) 70.0 loa 70.0 loa mo 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 10.0 70A 70.0 T0.0 70.0 70.0 70.0 70.0 7a0 70.0 70.0 70.0 70.0 70.0 70.0 7a0 70.0 70.0 70.0 76.0 70.0 10.0 70.0 70.0 70.0 70.0 T0.0 70.0 70.0 70.0 70.0 70.0 24• 28" 32' 36' 40" 44• 4a" 8Y 38' (3) 70.0 70.0 70.0 70.0 70.0 74.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7a0 70.0 70.0 70.0 70.0 70.0 70.0 70.a 70.0 7D.0 10A 70.0 70.0 70.0 10.0 70A) 70A 70.o To.o 70.0 Tao 10.0 10.0 70.o Too 10.0 70.o Too 10.0 TOA 70.0 70,0 7a4 70A 70.0 Z4' 28" 32" J6' 40• 44• 4a• 82' K' {i) 10.4 70.a 70.0 70.0 70.0 74.4 10.0 10.0 Tao 10.0 70.0 70.0 70.0 70.9 70.6 TO.o 7tlo 70.0 70.0 70.0 74.0 70A 70.0 70.0 70.0 70.0 10.a 70.0 70.0 ]".0 a 7ov m.o 70.0 10.4 7Qa 0 70.0 7o.a 10.0 10.0 79.0 70.0 70.0 70.0 70.0 45.5 a5A 24` 28' 32' 30' bp" 44' 45' 52' 32" (4) 7D.0 70.0 70.0 70.0 70.0 79.0 70.0 T0.0 70.0 70.0 70,0 70A 70.0 70.0 70.0 70.0 70.0 70A 70.0 7a0 70.0 10.0 10.0 70.0 70.0 70.0 10.0 70,0 T0.0 70.0 10.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7'0.0 70.0 70.0 70.0 70A0 70.0 58,0 59.a 24` 28' 32' 36' 49" 44" 46' 52' a0' (s) 70.0 70.0 70.0 70.0 70.0 704 70.0 70A 70.0 70A 70.0 70,0 10.0 70.0 10.0 10,0 70.0 70.0 70.0 7'0.0 7'0.0 70.0 70.0 70A 70.0 Tao 70.0 70.0 10.9 70.0 e9.a e9.e 70.0 •70.0 70.0 10.0 65.9 63.8 89.0 68.0 QO.i 00.1 ae,5 a4.0 e3.1 63.1 80.6 00.6 24" 2a' 32' 36' 40• 44• 46' 52" 72' (a) 70.0 70.0 X0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 10,0 70.0 70.0 10.0 70.0 74A 03.5 63s 58.0 ae.a Tao 70.0 87.4 37.4 61.9 01.9 85.0 66.0 53.1 33,1 $1.3 57.3 59,0 a9.4 49.2 49.2 53.1 53.1 55.1 55.1 n o� Q HUC1C WIDTH v 4 _- 53p • NO. IN PAREN7NESIS INDICATE NO. OF ANCHORS PER JAMS. •••• • • WINDOW WIDTH • *00 : • • • • FUNOE DIMS • • • •••••• •• •• • •••••• •••• • n ! UN A ••.•••• • •••• "( • • slRilG7uRES APPROYEDAS COIAPLYeJ6Y8T}17Ne • M PE li 18587 � � � • OMSION drawing no. • • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAM& LD 00 CIMPItANCEt •1 • FEB 1 S 2002 ccsnmCeN6� wog --8't • • sheet of • FLANGE FRAME WINDOWS DSStGN LOAD CAPACITY - P8F SHl1fTER3 lVOT R RED CLl58 7'YP1� GuBB TYPffi OuSB TYPE FLANGE DIkS. 'A' 'e' OR $' C b' OR 'F' 'G' WIDTH IiE01ft EXi.( +) iWT.(- EXL(+ iM.( -) E%Y.( +) 1M:( -) 70.0 10.0 79.0 70.0 70.0 Tao 28 -1 /Y 2M 70.0 70.0 70.0 70.0 70.0 70.0 37' (3) 70.6 70.0 70.0 10.4 70.0 70.0 53 -1/8' 70,0 76.0 70.0 70.0 70.0 70.0 19 -t /8' 70.0 70.0 70.0 70.0 70.0 70.0 28 -1/2" 38 -3 /C 70.0 79.0 70.0 70.0 70.0 70.0 37" (3) 70.0 70.0 70.0 70.0 70.0 70.0 33 -1/8' 70.0 70.0 70.0 76.0 74.0 70.0 19-1/8' 70.0 70.0 _70.0 70.0 10.0 70A 26 -1/2' a0 -5/4" 7 70.0 70.0 70.0 70.9 37' (4) 70.0 70.0 70,0 70.0 a3 -t /d" 70.0 70.0 aQ8 QD.B t9 -1/8' 70.0 70.0 70.0 70.0 26 -1/2` 30" 70.0 70.0 7Q0 70.0 37• (a) 76.0 7O.o Tao Toe a7s a7.2 bt.9 at.9 70,0 70,0 70.0 70A0 2e -1 1Y tu• 70.0 70.0 70.0 70.6- 10.0 70.0 sr (s) 70.0 70.0 70.0 7D.o Tao TDa s3 -t/d" as.5 56.5 eo.9 a9.9 a9.6 89.8 19 -1 /tr 70.0 7QO 7oa �o.0 70.0. 700 26-1!2' 72• 70.0 70.0 70.0 70.0 70.0 70.0 sr (a) 7o.a 7oa Toe To.o Tao 700 5 • • • • • • METM STRUCTURES (STEEL OR MUM. 1 /3• MIN. THICK) STEEL : Fy - 36 KSI MIN. MUtdINUM : 0063 -TD MIN. C FOR RSSPACINO I 10CA . NCHM SEE EILV, FOR sPACINO WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS 912 Sm IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURE TO THE BUILDING STRUCTURE. 1 -1/2- MIN. PENETRATION INTO WOOD 3/18" TAPCONS • INTO 28Y WOOD BUCKS OR WOW STRUCTURE • • 1 --3/8- MIN. PENETRATION INTO WOOD •••••• •• THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN, EMBED INTO CONC. OR MASONRY 3118" TEKS OR SEI F DRtL I . SCREWS INTO METAL STRUCTURES (1/8. 11% THICKNESS) (1/4- MAX. SHIM SPACE) FARWO SiO SMS OR SELF ORI 1IN0 SCREWS INTO •DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) IfEEPHOLES: nx PC Qa67 W1 - t' X 1/4- WEEP HOLE WITH PLASTIC BAFFLE 1YPICAL ANCHOR$ AT 3' FROM EACH END AND AT MID SPAN �a x 3/4- sMs SEE ELEK FOR SPACNO (2) PER QUIVE1 VENT mOTH ! 1/4' sHn1 1 "1 t' ►wc 0 EXTERIOR 'r r 'r FEB 13 2002 00 • N V 4cr IA Gti h� e , �Na� • • • tt � • Y b �g • • drawing Ito. Wol -6i ••. Ihaet o1 .. . .• :- • es 0 • • • • •••••• •• IFLANGE FR-E •WINio • FARWO • • ••••1 . . • nx PC Qa67 y.�p• APPRO�•ry •�4�pgMPLY1NpgWA1T!!E T . e � L1�Ca-1 pva,-o -of 1 FEB 13 2002 00 • N V 4cr IA Gti h� e , �Na� • • • tt � • Y b �g • • drawing Ito. Wol -6i ••. Ihaet o1 .. . .• :- • es 0 TYPICAL MCHORS: sa v" FOR sPAcm #10 sMs INTO WOOD STRUCTURES 1 -1/4- MIN. PENETRATION INTO WOOD 910 SMS OR il:Lr ORtLf rNG S!'REWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES. W1 . 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 3" FROM EACH END AND AT MID SPAN WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �U E r it M I I t • • • • • ma- FIN FXW- WINB12 • • R FAROW • • • yy • • RA APPROVED AS COMPVC •THE Lf, CA • ••• By P D• • FEB 1 3 2002 Sma CODBO• • • ACCE� AW EIT • • • •• • •••• • uo T u�11 J p 0 r� a v u � 8 4 m a N N 0 .,1 M W Y y R OQa �gg /0 G • • • 0 All 0 T ° dr. by.- ••• • • 909 ••• • • m � b �i � e m =e s X SERIES MPSH -41 SINGLE HUNG WIND(YW AL- FAROOQ .i. CORPORATION 280 S.W. 14 th AVE 1235 SW 67 AVE POMPANO BEACH, FL 33069 MM. FLORIDA 33174 �- (385) 284 -a10a FAX (305) 462 C TEL (305) 783 -0111 -0878 - 0 x � N N N N 6 O 1 S r N r N N .a y P1 A R � � m5 S� � Z^ ,�1 9 300\ ,`•j O O ' ]I 9O 1 1 I I ` u d y1, 0 A x� C: y 0 O yy P yy yy O O yy 0 0 yy 0 1 1 I to 1 1 I 1 1 R S SERIES MPSH -41 SINGLE HUNG WIND(YW AL- FAROOQ CORPORATION 280 S.W. 14 th AVE 1235 SW 67 AVE POMPANO BEACH, FL 33069 MM. FLORIDA 33174 �- (385) 284 -a10a FAX (305) 462 C TEL (305) 783 -0111 -0878 - 0 5 P T "I f0 7 flo dd ��l FMMF CORNERS MW VENT CORNER OETAIL • • • • • t"'. ". •..• • Lod: i,:l►l of a a� 16'1 � n U r� S K Jig � T! I I Vw! .t,s6-- FEB 13 zooz I ACC WAMME aZ4 CllA t L _ ohm •• • • • • 04 • t7,,,, 41111 • • ring no. • )1 -81 ••• t of •.• • MIAMP BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE I Gopi Glass Sales & Service Corp. 7450 NW 415' St Miami, FL 33166 MIAMI DARE COUN JY, FLOWA • • M ft& ADY, PPAGM4 Bb 11:Dl&C: • 140 WES • •1AGPAR ST —REO, SUITE 1603: •: • WQA FMRffV33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• . • • • • • • .. • • . . . ...... SCon: 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 (AM. 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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullions — Impact Resistant APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: - Large- andsmall Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "MiarmDade 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-sits at the request of the Building Official. This NOA revises NOA # 02- 0212.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Page 1 i . ........... . . .........• . ........ .... MIAMI DARE COUN JY, FLOWA • • M ft& ADY, PPAGM4 Bb 11:Dl&C: • 140 WES • •1AGPAR ST —REO, SUITE 1603: •: • WQA FMRffV33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• . • • • • • • .. • • . . . ...... SCon: 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 (AM. 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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullions — Impact Resistant APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: - Large- andsmall Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "MiarmDade 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-sits at the request of the Building Official. This NOA revises NOA # 02- 0212.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Page 1 . ..... . . . ... . . . . . . . . . . .: . . .000... .... Goui Glass Sales & Services Co ••• . . . •• 0 00 NOTICE OF ACCEPTANCE: EVIDENCE SUBMI A ; : • • ::: • A. DRAWINGS • • :11. • • • • • 0. ......... . L Manufacturer's die drawings and sections. • • • • • • 2. Drawing No. M95 -16, titled "Aluminum Tube Mullions ", shee •1 tHro*ugi? 3 of 3, : • • DO: •' dated 12/05 /95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HE1I -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in NOA #99- 0331.02) 2. Test reports 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, SFBC PA 201 -94 5.) Cyclic - Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two mulled side -by- side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No. BETI- 02 -1145B dated April 30-, 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02- 0826.03) C. CALCULATIONS I. Structural mullion and anchorage calculations prepared_ by A1- Farooq_ -_ -__ Corporation, dated 12/06/95, signed. and sealed by Humayoun Farooq, P.E. (Submitted in NOA #99- 0331.02) 2. Anchor Calculations and structural analysis, prepared by Al Faroe Corp., dated 2/11/02, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #02- 0212.042) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. Menu P.E. Product Con o er NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 E -1 :000: . . . . . . . r • .. • • . . . ... GOAT Glass Sales & Services Co • • • •• • • • • • 0. NOTICE OF ACCEPTANCE: EVIDENCE SUB ' : ' : • • • 00. ' . •..... . F. - STATEMENTS • • • • • • • • • • 1. Letter from Gopi Glass Sales & Services Corp. engineer, dated dj+ .V/J3: ; requesting a revision to their current approval and the items to t ere Asdd a$d supporting evidence, signed by Humayoun Farooq, P.E. G. OTHER I. Notice of Acceptance No. 02- 0212.04, issued to Gopi Glass Sates & Services Corp for their Aluminum Tube Mullion, approved on 06/27/02 and expiring on 03/28/07. Man e Product Control NOA No 03.90Z Expiration Date, March 28, 2007 E -2 Approval Date: April 1, 2004 5.006 6A00 fI1 IE MULLIONS CONTAINING r(PICAL GLAZING PRODUr.Ts HORIZONTAL OR MTIC:At SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS, STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SFEP 4 SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP DEMON RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP a ON SHEET 2, SELECT ANCHOR TYPE WITH DES143N RATING MORE THAN THE DEMON LOADS SPECIFIED N STEP 1 ABOVE MULLION CLIP I MULLION ON ,LIP MT. TO ANGLES) (ALT. TO ANGLES) ICNl�O TU�BE�M BE CUT TO FIT SNUG CUP TUBE MU MUST BE CUT TO FR SNUG xaDD F .a n N Z Z w 3 W LL m $ � zQ� RECTANGULAR 1UMINUM TUBE MILLIONS � g: 0 USING MULLION PROPI7;m ON Y MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. NOTES: 1. THIS PRODUCT i5 DESIONED TO COMPLY WITH THE HIGH VFIOCRY m • HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE F$ 2. ALL GLAZING PRODUCTS USED WTTH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS LE WIND LOAD, AIR k WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND • • • • ,. WALL COVERING (STUCCO. TILE ETC.) • § 4. ANY CONDITIONS NOT COVERED IN THY SUSW AL SUBJECT • • • • TO SEPARATE ENOINEERING RENEW. • • • a 8. ALL MULLIONS TO BE ALLOY 8063 —T8. • • • • • • g im B. A 33% NCRFASE IN ALLOWABLE STRMS *Wk%4W jN DESIGN • • OF ANCHORS. • . •••••• o �DR. HUMAYOUIN FAW,10 PRODREY( M PEE jt1087 • with t60 NOV 0 72003 ••• •. • 00 • • • • • • • a-- tng ***I: M95 -16 • • • • • aheet ot; • • 2. #2/ ANCHORS TYPE 'A' a• Ott: # 14 S.M.S. 171/2" 1% EMBED WO WOOD y ,4 2 4 S.M.S. ANGLE T `MISS M�� z OR TRIM 3/18 DW TAPOON PRECAST CONK. 1 -1/2' MIN. EMBED S 1/ ANGLE Z ALU #2/AN GLE ANCHORS TYPE 'B' t'4 V4 S.M.. l2 SN. EMBED WO WOOD LE 14 PER A. B MUL"UN -•'•I 11I /2• MAX, ONEONE PIECE (��,IPCLIPCLI^P -- ALTERNATC TO ANGLES ALL CASES ANCHORS TYPE 'C' .� ;•MDTCH WOOD BUCK WOOD BUC�S TO At'COMGDATE o CLIP' ANGLE TO MASONRY C MUST SUSVAIN OOHS IMPOSED. f' N 2X2X1 /S• aLUM ANtN E :. g # MtM�E L� 3 V - '- "T__ i t i/4' f TAPIbN O n V __ : EMBED 1 �1 8 / /1�LEN. C gq MULLION CQNCRETE OR drewi119 • }tA! • NOV 0 7 2003 OONC, MED BLOCKS M95 -16• z Y 3 to � p tp d• � 1 C�Z�. s s .� WOOD BUC�S NO; BY GOA•CyGw o MUST SUSVAIN OOHS IMPOSED. K • • • SrnDeTURm' P�RI��REY • *�f m.�tad�••• rLA. PE # lehn Pmt drewi119 • }tA! • NOV 0 7 2003 M95 -16• •. • • • • • • sheet • 00 0 PERMIT APPLICATION Master Permit No. Subsidiary Permit No. �INSTRUCTIONS The following Step I. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. if rooting work will be done, a roofing application must be submitted along with this permit application. y Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: i �l "1 i �i �" Address Apt. City State Zip Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓ Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax Description of Work ��- J A�- 4r =h ko" Zoning Linear Feet Square Feet ! Units Value of Work t Bldg Value Tax Assessed/Appraised Value Flood Zone PERMIT CHANGE (✓ ) Ch g. Contractor Renewal Revision Extension PROPERTY OWNER Name r'ar, . Address NO QE--- t(722Sfi( �I�5 I lome Telephone c50 Business Telephone �E Far Base Floor Elev, Floors TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Address C-ob- V � I s- t4 , H, I rj-n i.'l F C ,j v- Alteration Exterior Qualifier Name Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. vv Address Telephone Fax CONTRACTOR Name e- in Oki License No. Address C-ob- V � I s- t4 , H, I rj-n i.'l F C ,j v- Telephone , Q G U o 0 Fax Qualifier Name Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commence must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure la a 11 on Construction Lien Law and Choosing a Contractor. COUNTY OF MIAMI -DADE OF MIAMI -DADE Name !' n to nd subs 'bed befo'Ihis day of .� S -n of NtlZrry`P'ulblic - StatrA31'Ali M SHERMAN Notary Public, State of Florida SEA My comm. UP. May 24, 2003 Comm. No. CC819725 Personally known OR, Produced Identification _ Type of Identification Produced: rrnVamc Swom to and subscribed before me day of L" 4—Ax- Signature of Notary Public - State of Florida SEAL: Personally known Type of Identification Produced: " OR, Produced Identification _ 1hRV P& OFF901 t k 0 �� IUMIAT10Rs COMMISSION NUMBER CC$4M2 9l�OFFIO�Q MYOOMM4%IONEXPIRES MAY 26,20o3 Page 3 PERMIT APPLICATION RUCT ISTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL ATV mv"U - nTV TVPG 11TV TVPP - nTV Minimum Fee Soakage Pit Dryer Outlet, Appliance Service Repair Generator A/C Central 1 -3 Ton Miscellaneous Repairs Fan Outlet, Wall Cooling Tower Service, Temporary Heating Strips, each A/C Central 4 -7 Ton Vent Hood, Cost Fire Pump A/C Wall/Win. Tons Outlet, Switch Dryer Vents, Number of Signs Paint Booth A/C Central 8 -15 Ton Ventilation, Cost Fixture - Fluorescent Air Handler, Tons Oven Ductwork, Cost of Space Heater (kw) Piping, Flammable Liquid A/C Central 16-20 Ton Periodic Inspections Fixture Light Barbecue Parking Lot Lights Fire Sprinkler System Spas/Hot Tubs Process/Pressure Piping A/C Central 20+ Ton Flood Lights Bath Fan - Vented, # Plugmold/Strip Fireplaces, Number of Subfeeds, No. of Amps Pressure Vessel A/C Window Clothes Washer FPL - Load Central Gas Piping Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Pump, Sprinkler Range/Range Top Utility - Sewer Swim Pool, Residential Discharge Well Chiller Ice Maker Generators, etc. Receptacles Switchboards Clear Violations Relay Repair Heat Recovery Vacuum Pump Refrigerator, Comm. (p/PH) Disposal Temp Serv., Construction Interceptor Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Septic Connection Deep Freezer Water Heater Low -volt, Fire Drainfield, 4" Tile /Res. Renew - Temp Service Lavatory Septic Tank Demolition Low -volt, Intercom/Teleph. Repair Circuits Sewer Connection Dishwasher Low -volt, Television Service, Number of Amps Shower Minimum Fee Soakage Pit Condensate Drain Bath Tub Generator Refrigeration, Tons Miscellaneous Repairs A/C Central, Tons Solar Water Heater Cooling Tower Bidet Heating Strips, each Filter Replace Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Pump and Abandon Ventilation, Cost Sprinkler System Air Handler, Tons Cap - Water Ductwork, Cost of Gas -Appliance Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Pump, Fire Stand Process/Pressure Piping Temporary Toilet Catch Basin Bath Fan - Vented, # Gas - Propane Fireplaces, Number of Pressure Vessel Clothes Washer A/C Condensate Drains, Roof Miscellaneous Fixture Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas -Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile /Res. Lavatory Septic Tank Water Ileater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: T Page 4 PERMIT APPLICATION fOFFICE USE ONLY ` CHECKLIST ❑ OWNER -BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) $3.00 per page (Scanning Fee) $ Miami Shores Village o $ `� v a� Bond $ Metropolitan Dade County (C.C.F.) ( sq.ft. = x/1000 x 9.60) Inspector State Educational Fund $ (9.005 /sq.ft.) State DCA (Radon) $ (9.01 /sq.ft.) Code Enforcement Fine $ / L� Zoning Review $ TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 Applicant: DAVID Owner: BRIGGS JOB ADDRESS: 1410 Contractor ESSIG POOLS Local Phone: Parcel# 1132050240210 NE 102 Permit Number: PL2002 -188 BRIGGS DAVID ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES BAY PK ESTS AMD PB 56 -86 LOT 4 Fees: Description Amount FEE2002 -4085 Building Fee $240.00 FEE2002 -4086 Miscellaneous $100.00 Total Fees: $340.00 Total Receipts: $0.00 Total Fees: $340.00 i Permit Status: Approved Permit Expiration: 1/21/2003 Construction Value: $1,000.00 Work: POOL SPA AND HEAT PUMP ry 86 _ ,... �..,.. 918 � �3INC. ESSIG POOLS, 63 -s6-12 ' 1800 NE 151ST STREET _ 170 ,I NORTH MIAMI, FL 33162 DATE-- -- — -- X11 $ 5�150 ill 3 � PAY _ – -- TO THE - - -- - - - -- - ORDER OF__ -_ -- - -- ` ?� DOLLARS , Mellon United National Bank r�/ M Miami, Flotltlo ' /i - - -- - - -- — - -- FOR 1•067009646�a 00 2 L L 3 0 Ou. 11'0869 LBO • u (Contractor or Builder) BY: ;e- inspection BLK 3 ation herefor in strict compliance with all cations that may have been submitted to or if the plans are changed without Insibility for a thorough knowledge of the at he assumes responsibility for work done pertaining thereto and in strict conformity ponisibility for all work done by either If it PERMIT APPLICATION Master Permit No. Subsidiary Permit No.` INSTRUCTIONS - The following Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: / (� 9'� /0o9- f Pt K 6✓� Ir Address Apt. City State Zip Folio Number Lot Block SubdivisioA., (-1'0 1 -e4 � PB PG SCurrent Use of Property X Proposed Use of Property c-- Tenant Information PERMIT TYPE ( ✓ Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax Description of Work Lk& tY" // z1m Q Zoning Linear Feet Square Feet Units Floors Value of Work A-NO Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. I PERMIT CHANGE ( ✓) I Renewal Revision Extension PROPERTY OWNER (✓ ) Name Address Home Telephone J J" l Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name DO License No. Q 4 Address 1/ NOD U6 1Y AAA, Telephone Fax Qualifier Name V S/ Page 2 PERMIT APPLICAMN IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5 :00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the streettsidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, ,MECHANICAL, WINDOW, FENCE, DRIVEWAY, , ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. lst Street, I Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE.in accordance with Section 713 -35 of Florida Statutes. Review thaw brochure at Village Hall on Construction Lien Law and Choosing a Contractor. 1\ / STATE OF FLORIDA, COUNTY OF MIAMI -DADE A L R A, COUNTY OF MIAMI -DADE i"'ature f Owner ure of C ntractor / uali 46 tc� t Print Name Print Name Sworn to and subscribed before me this day of Sworn to and subscribed ore me this day of C /IkC Signature of Notary Public - State of Florida Signature of Not ry � ia+Utate 1 pgRSS SEAL: SEAL: O ik CWM19st0N NUMBER �t �4 MV COMMIS910N EXPIRES OF Fly MAY 28 2003 Personally known OR, Produced Identification Personally known lk:�: OR, Produced Identification Type of Identification Produced: Type of Identification Produced: -Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE QTY. Minimum Fee TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE QTY. Service Repair A/C Central 1 -3 Ton Air Handler, Tons Fan Outlet, Wall Fire Sprinkler System Process/Pressure Piping LIA4 Service, Temporary Bath Fan - Vented, # A/C Central 4 -7 Ton Pool Piping Fire Pump Sprinkler Repair Outlet, Switch Cap - Fixture Signs Fountain A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) Pump, Domestic A/C Central 16 -20 Ton Supply, AC Well Fixture Light Cap - Sewer Parking Lot Lights Gas - Natural Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Pump, Re- circulate Subfeeds, No. of Amps Temporary Water Closet A/C Window Clothes Washer FPL - Load Central Gas Piping Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Pump, Sprinkler Range/Range Top Utility - Sewer Swim Pool, Residential Discharge Well Chiller Ice Maker Generators, etc. Receptacles Switchboards Clear Violations Relay Repair Heat Recovery Vacuum Pump Refrigerator, Comm. (p/PH) Disposal Temp Serv, Construction Interceptor Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Septic Tank Water Heater New Demolition Drains, Area Low -volt, Intercom/Teleph. Meter Set (Gas) Repair Circuits Water Re-pipe Dishwasher Low -volt, Television Service, Number of Amps Water Service MECHANICAL TYPE QTY. TYPE QTY. TYPE QTV. TYPE QTY. Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost QTY. A/C WAI/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping LIA4 Bidet Bath Fan - Vented, # 1092 Fireplaces, Number of Pressure Vessel Pool Piping PLUMBING TYPE QTY. A/C Condensate TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE QTY. I Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well I Laundry Trav Septic Connection Water Heater Drainfield, 4" Tile /Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: • t a_ Page 4 PERMIT APPLICATION OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village i• Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ISSUING OFFICIAL REVIEWED AND PREPARED BY. ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ A AK (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ SECTION BY DATE Zoning Electrical Mechanical 4 0 Plumbing Fire Public Works Structural Building Official (¢.01 /sq.ft.) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) DATE: Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 Applicant: DAVID Owner: BRIGGS JOB ADDRESS: 1410 Contractor ESSIG POOLS Local Phone: Parcel # 1132050240210 NE 102 Mechan ical Permit Permit Number: ME2002 -107 Page 1 of 1 BRIGGS DAVID ST Contractor's Address: Legal Description: MIAMI SHORES BAY PK ESTS AMD Permit Status: Approved Permit Expiration: 1/21/2003 Construction Value: $1,500.00 Work: INSTALL HEAT PUMP PB 56 -86 LOT 4 C� `I Total Fees: $ Total Receipts: $0.00 ......L ..............�� hl .... 4hnrn 1AA11 ho h h c fn fnr ncr.or•4nrc fn vnr�fv aF nn �ncnnr•4innc A, 86918 l ESSIG POOLS, INC. �t -� 1800 NE 151ST STREET 6 -9642 t 670 NORTH MIAMI, FL 33162 DATE - - -- -- ✓ -- w C PAY �- 1!l.�C -- _ � _ _ I $ TO THE -- - - -- ORDER OF -- -_ - - -- - - -- - _ _ DOLLARS ... I 0 L QMellon united National Bank Miami, Honda FOR Is 0869 L811' 1:0670096461: y - � 002L13 30 2011' BLK 3 p- inspection tion herefor in strict compliance with all ations that may have been submitted to it if the plans are changed without isibility for a thorough knowledge of the 3t he assumes responsibility for work done pertaining thereto and in strict conformity ;ponisibility for all work done by either PERMIT APPLICATION I'llmagg-Iti Master Permit • Subsidiary . `rL� INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed b,�the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: T 49 AIG 4V ,1 ! M e AM-1, rz Address Apt. City State �^� Zip Folio Number Description of Work rdCJ p% "l _/JYlwn &I-e-11 Lot //-- Block Subdivision s PA0241 PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓ Building Electrical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax Zoning Linear Feet Square Feet Units Floors Value of Work Bldg Value Tax Assessed/Appraised Value Flood Zone PERMIT CHANGE (✓ ) Ch g. Contractor Renewal Revision Extension PROPERTY OWNER Name Address % LC V Home Telephone JOT 696161 V Business Telephone Fax Base Floor Elev. TYPE OF MANAGEMENT (./) New Construction Enclosure Alteration Exterior e f Repair Alteration Interior 10 Demolish rj f J . W M rn 5 FL Relocation of Structure _l�' Fa Shell Only CJ o e- Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR .Ai 00 Name e f License No. 10A 10 Addresss® Oru rj f J . W M rn 5 FL Telephon 21 _l�' Fa Qualifier Name CJ o e- Page 2 PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. Ist Street, 11' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI. -DADE L1�11L� ,/Signature of Owner Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification STA F FLORIDA, CO TY OF MIAM -DADE e2 Signature of Contractor / Qual' ter Print Name �''' Sworn to and subscribed before me is t.0 J_ day of 2 C�OZ- Signature of Notar 7 IWANATORK6 L SEAL: < CObMM=10NNUMBER CC840452 9f��f ftD�Q MY COMMISSION EXPIRES MAY 26 2003 Personally known OR, Produced Identification Type of Identification Produced: _ Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE QTY. Minimum Fee TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE QTY. Service Repair A/C Central 1 -3 Ton A/C Wall/Win. Tons Fan Outlet, Wall Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Fire Pump Outlet, Switch Signs Fire Sprinkler System Process/Pressure Piping A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Oven Space Heater (kw) Fountain A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Pump, Domestic Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window Pump, Fire Stand FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Pump, Re- circulate Garbage Disposal Range/Range Top Swim Pool, Residential Clothes Washer Chiller Gas Piping Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Vacuum Pump Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Closet Dishwasher Domestic Well Low -volt, Television Service, Number of Amps Water Ileater MECHANICAL �-TYPE�1� QTY. TYPE QTY. TYPE QTY. TYPE QTY� Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons QTY. TYPE Miscellaneous Fixture Cooling Tower Heating Strips, each Vent Hood, Cost TYPE QTY. Soakage Pit A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Miscellaneous Repairs Air Handler, Tons Solar Water Heater Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Bidet Barbecue Filter Replace Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel 1 TYPF: QTY. A/C Condensate TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE QTY. Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater -7 Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well ! Laundry Trav Septic Connection Water Ileater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: vial DATE: 14701 Page 4 PERMIT APPLICATION OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) • V1_C (Specify & Attach) $3.00 per page (Scanning Fee) $ F. Miami Shores Village $ ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) Bond $ Metropolitan Dade County (C.C.F.) $ (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine $ Zoning Review $ _ TOTAL $ OFFICIAL ISSUING REVIEWED AND PREPARED BY: SECTION BY DATE Zoning Electrical Mechanical Plumbingr Fire Public Works Structural Building Official DATE: Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 Plumbing Permit Permit Number: PL2002 -187 Applicant: DAVID BRIGGS Owner: BRIGGS DAVID JOB ADDRESS: 1410 NE 102 ST Contractor's Address: Contractor Local Phone: Parcel # 1132050240210 Legal Description: MIAMI SHORES BAY PK ESTS AMD we Permit Status: Approved Permit Expiration: 1/21/2003 Construction Value: $1,000.00 Work: INSTALL 2" DRIVER WELL Page 1 of 1 PB 56 -86 LOT 4 BLK 3 Total Fees: Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection .....�� k- rnir4 in nrivance before calling for another inspection. ' ition herefor in strict compliance with all 8 IJ91 $ -ations that may have been submitted to 1 or if the plans are changed without ESSIG POOLS INC. msibility for a thorough knowledge of the -- ' iat he assumes responsibility for work done cam` 1800 NE 151ST STREET ,�, NORTH MIAMI, FL 33162 63 -9642 �! 70 II DATE r� I PAY THE - ____1 �J ✓ �I ORDER OF -� —. - -r� � DOLLARS U QMellon United National Bank Miami, Florida y f FOR —�1 (S_r, M, 3, -- ' i 11'0869 L811' x:0 6 6 7 0 0 9 4 6 0 : 00 2 1 1 3 30 2011' is pertaining thereto and in strict conformity �sponisibility for all work done by either Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 Applicant: DAVID Owner: BRIGGS JOB ADDRESS: 1410 NE 102 Contractor EASY ON ELECTRIC INC Local Phone: IN O 0 Ak 5111 PAY TO THE ORDER OF Electrical Permit Permit Number: EL2002 -244 BRIGGS DAVID ST Contractor's Address: 8022 W 18 LA Parcel # 1132050240210 Legal Description: MIAMI SHORES BAY PK ESTS AMD Page 1 of 1 PB 56 -86 LOT 4 Fees: Description Amount FEE2002 -4083 Building Fee 40.00 '° ��,� ©� Total Fees: FEE2002 -4084 Miscellaneous $100.00 Total Receipts: $0.00 Total Fees: Permit Status: APPROVED Permit Expiration: 1/21/2003 Construction Value: $1,500.00 Work: ONEW POOL & SPA W HEAT - -- 6891 ESSIG POOLS, INC. PETTY CASH ACCOUNT 1800 NE 151ST ST. NORTH MIAMI BEACH, FL 33162 ©j Mellon United Notional Bank Miami. Florida y 63 -9642 D 4� 670 DATE. $ ________--DOLLARS NOT VALID FOR MORE THAN $300.00 FOR 11■00689 Lu■ 1 :06700964611: 00 2 112 ?8 t,011' m -= �m ;,,4•,.•ffiU - = " ' ` ttomractor or Builder) r- o BY: W te- inspection BLK 3 ration herefor in strict compliance with all ications that may have been submitted to or if the plans are changed without onsibility for a thorough knowledge of the hat he assumes responsibility for work done s pertaining thereto and in strict conformity sponisibility for all work done by either Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER -BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial / (Septic / Sewer) multi- family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond ❑ OTHER (Specify & Attach) $ 7tR 61% A� Metropolitan Dade County (C.C.F.) $ / ( sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine $ (¢.005 /sq.ft.) $ (0.01 /sq.ft.) $`'. Zoning Review $ Q TOTAL $ REVIEWED AND PREPARED B SECTION BY DATE Zoning Enclosure a e9 i3s y Electrical e� Mechanical Alteration Interior Plumbing 'J Fire Shell Only Public Works Add'I Attachment Structural Other Building Official Other ;-- Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com G� PERMIT APPLICATION Master Permit No. Subsidiary Permit No.'1o� INSTRUCTIONS - The following steps must be taken to obtain from Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: /'�f�' / /��•��- y �.�� Address Apt. City State Zip f, Folio Number Description of Work A-)6 -Zc> / -, _S " Lot Block Subdivision PB PG Current Use of Propert y Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence ARCHITECT Name License No. Address Telephone Fax Zoning Linear Feet Square Feet Units Floors Value of Work f// Bldg Value Tax Assessed/Appraised Value Flood Zone PERMIT CHANGE (✓ ) Ch g. Contractor Renewal Revision Extension PROPERTY OWNE,R1 NameTT/ �Yt/ JAG Address 7;(1 Home Telephone Business Telephone Fax Base Floor Elev TYPE OF MANAGEMENT (✓ ) New Construction 0"-) Enclosure a e9 i3s y Alteration Exterior Repair qn 1 0 / Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ENGINEER Name 0"-) License No. a e9 i3s y Address Telephone qn 1 0 / Fax CONTRACTOR Name 0"-) License No. a e9 i3s y Address Telephone & ! �% Fax Qualifier Name Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT Please Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, V Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on nstruction Lien Law and Choosing a Contractor. STATE OF FLORI A, COUNTY OF MIAMI -DADE �'� )_ '\' Signature Af Owner Print Name Sworn to and subscribed before me this day of Signature of Notary Public State of Florida SEAL: Personally known Type of Identification Produced: OR, Produced Identification OF Print Nam Sworn to and subscribed before me this 12— day of Signature of Notary b4,q-,R'St9W,,pf FlaffiPAL NOTARY SEAL QTY. R QTY. l SEAL: �, c COMMISSION NUMBER Fan CC840452 ��F Outlet, Wall era MY COMMISSION EXPIRES OF Fk- LAAV — ^n Personally known / OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE QTY. Minimum Fee TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Q'I'Y. Service Repair A/C Central 1 -3 Ton Air Handler, Tons Fan Solar Water Heater Outlet, Wall Fire Sprinkler System Process/Pressure Piping Service, Temporary Bath Fan - Vented, # A/C Central 4 -7 Ton Fire Pump Outlet, Switch Fountain Signs Pump and Abandon A/C Central 8 -15 Ton Sprinkler System Fixture - Fluorescent Cap - Water Oven Space Heater (kw) Supply, AC Well A/C Central 16 -20 Ton Cap - Sewer Fixture Light Parking Lot Lights Temporary Toilet Spas/Hot Tubs Catch Basin A/C Central 20+ Ton Flood Lights Temporary Water Closet Plugmold/Strip Clothes Washer Subfeeds, No. of Amps A/C Window Urinal FPL - Load Central Dental Chair Posts Swim Pool, Commercial Utility - Sewer Air Conditioners Discharge Well Garbage Disposal Range/Range Top Utility - Water Swim Pool, Residential Dishwasher Chiller Generators, etc. Vactium Pump Receptacles Disposal Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Laundry Tray Temp Serv, Construction Septic Connection Compactor Water Heater Low -volt, Burglar Draintield, 4" Tile/Res. Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Meter Set (Gas) Renew - Temp Service Sewer Connection Water Re-pipe Demolition Minimum Fee Low -volt, Intercom/Teleph. Shower Repair Circuits Drains, French Miscellaneous Equipment Dishwasher Sink Low -volt, Television Service, Number of Amps MECHANICAL TYPE QTY. TYPE QTY. TYPE QTY. QTY. Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost QTY. TYPE, QTY. Soakage Pit A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Solar Water Heater Barbecue Fire Sprinkler System Process/Pressure Piping Filter Replace Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE QTY. TYPE A/C Condensate Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE, QTY. Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vactium Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Draintield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: