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1290 NE 100 St (7)BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name fol., 11— 32-05 -- c' -OLX) Name Address t q0 I A 3 v (00 S4- Company = (: I NO Phone # Inspection Date 012,(0 Approved Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. FP 20 0 2 Master Permit No. Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Sim le Titleholder 6 c � —:4 } �{�{�( c � C� �� Phone # Owner's Address ` �' City 1 .S14 State Zip Phone # 4.3 Miami -Dade Zip MIAMI SHORES VILLAGE D BUILDING DEPARTMENT 305- 795 -2204 Phone #,f) ZS 0 (p / -7 Building Inspection Re ?? �z wre c�" Date IC lr� I r' Ni ,rte Zip - 3C.} I (. Type Insp'n F( oo I (A) I I oa fs - -,00 503 Permit No. 6 P O -4 12 ` F( ❑New Zoning ew. $ • Phone # Square Footage Of Work: y iF * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I Repair/Replace ❑ Demolition CCF $ 6 ^ � Q CO /CC Technology Fee $ SO Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be -approved and a reinspection fee will be charged. Signature ( Y (L Owner or Agent The foregoing instrument was acknowledged before me this •‘)' dayof,Sr ,i' t , 201) by /itt ur " who is personally known to me or who has produced Asjdeuti i catio NOTARY PUBLIC: 7 Sign: ✓ Print: -e My Commission Expires: who did take an oath. v/ ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Signature ,�%LL�,` �,�>yiz�.� Contractor The foregoing instrument was acknowledged before me this day of / 20 ©j, by /fir % /51. , p'ersonally knowiito me or who has produced as identification and o did take an oath. Franasoo JosgwnNIOTARY PUBLIC: • My Commission DD230913 2007 Sign: Print: ? (Certificate of Competency Holder) My Commission Expires: State Certificate or Registration No. Certificate of Competency No. ** Francesco Joaquin VNa Commission DD230913 6t.tober28 2007 OCT -62004 /U / .. '. d7 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Printed: 10 /7/2004 Applicant: SANTIAGO & VANESSA Owner: MAGGY JOB ADDRESS: 1290 NE 100 Contractor HOUSE OF WINDOWS INC Local Phone: 305 - 887 -8767 Parcel # 1132050090020 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -1298 MAGGY SANTIAGO & VANESSA ST Contractor's Address: 195 EAST 9 STREET Legal Description: EARLETON SHORES PB 43 -80 LOT 2 Page 1 of 1 BLK 1 LOT SIZE 75.000 X 109 Fees: FEE2004 -9982 FEE2004 -9983 FEE2004 -9984 FEE2004 -9985 FEE2004 -9986 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $140.00 $6.00 $2.00 $3.50 $21.00 $172.50 Total Fees: $172.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/28/2005 Construction Value: $10,000.00 Work: REPLACE 13 WINDOWS OPENINGS FOR NEW IMPACT GLASS WINDOWS In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO/l/ 'VV /27P TAX FOLIO NO // ,L °ADO / ^ STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: Z.? 9D /L6 /'C' .c r 2. Description of improvement: Li/ /tivt>'Z� 3. Owner (s) name and address: 5 4/A4tit, / !l f a'5 't9 / j2 X} 5 / ©0 V-i -?',/ tom/ '2'Z i Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ,4' �+ — ca F G� /�✓ -C 9 v.�S t ° C. ?€3S mn ?r? =� ' 5. Surety: (Payment bond required by owner from contractor, if an -STATE OF FLORIDA, COUNTY - THEREBY CER77FY that this origin,' filed in Name and address: Amount of bond: $ 6. Lender's name and address: Sworn to and subscribed before me Notary Public Print Notary's Name NOTICE OF COMMENCEMENT /ZeTZ,ls.trA.71.7 / ii.../..,v>nv ,P ran ...cam © -'r' , .Z 7. Persons within the State of Florida designated by Owner upon whom notices or other doc Hen • may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) U■ /!/ Signature '• f Owner ' Francisco Joaquin Vila ",� Print Owner's Name � 1 , �`7/ ,,,GGi My CommisstEDD q F . Enpiiea Oct Zti 2 HARVEY RUM, CLERK, EY- 3 y: irrt ,. , it F DADE cpy of the -- 111 111111111111111 M t4 ,9 - ul 1 1 t i i76 Address: //9/, 2. 5 MS Mi IN CFN 2004R0884044 OR Bk 22717 Ps 1306; U1ps) RECORDED 10/08/2004 09:24:40 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PAGE • • GLASS AREA CALCULATION Acceptance No. • MARK SIZE ( Inch) TYPE AREA S.F ZONE GC Gcp1 • Wind Pressure .; f Wind Pressure ( + Allowable f) _ + _ + _ /�• 74Y3 Poi //7 Jq, 4 , 13 A. , /6 S!•5 56. G 7,5". es- 0305, Q !s / '.,5 ' • - , o it S"/,.5 5'6.1 11 /1 1t a • fl C 37)03g 4.. 1, `Z, 8' 1 1,0 /. I h 54. S 59 it 11 /. // If • 50 / // 26. 0 - . • , 0 2 // , O 5,7 ' • r !/ • , 8r .5' . / 6 74X5o /! ,, 2 V, 0 ,Q. ..--- ' 22 -' A2 S' ,0 n 5/ o 5a. . 67.1 • 4. 8 4 K63" • • • • • • • • • • ;WO/DOWs 2 t,Qz4cLA4eNr A7 VA Ness"! d • _SA NT /A A4 ac / RLSi3OrRre - 72 - o -- 700.5T;A/IRWITS7Ir?Pfs WINS RE :5_5: U R CONtP U Tel T /ON - • ,�' • 0. oG2 4'i12- t �' � 7/ kz/ 1/04/ V:11 v / 0.O0 Zsd K•95' X' /Y I X146 2 X /_ 46. A / b - ? (t•.6ed f Q%� p'- ARMANDO SANTAMARINA PE 33731 5855 SW 19 Street, Miami, F1.33155 (786) 942 -3863 MIA MIoApE PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of 1 "x Std. lVnll - Aluminum Tube Clipped Mullions under Chapter R ofthe Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Codc Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this . product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by I3CCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 0 APPROVED: 06/28/2001 11s01 S 00011 pc 2 00011templatef1nouce sccepunce cover me dot Internet mail address: postmaster@buildingcodconlinc .coat MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAG(.ER BUILDING IIl1IL.DINC CODE COMPLIANCE OFFICE K I TRO•I)AI)l fl.A(i1.I:R BUILDING (40 WEST rI.A(GI.I:R S'I'RI:kl'. SLIME 103 AlIAAII. FLORIDA 33130 -1563 (05) 375 -2901 PAX (3 5) 373 -2905 (70∎ rK.“'1'oK 1.10:sSINC SECTION (305) 375.2527 FAX (305) 3 -2358 (ONnlAC1O1( ENFORCEMENT l)IVISIDX (305) 375.2966 FAX (305) 37S•2 PunfII( rayons. un•IsIr11 (305)375.2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVE12S11FET, SEE A PA GES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMMITTEF. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance OMee 1 lontcpage: http : //www.buildingcodconline.com PCT industries 2 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE:: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with thc South Florida Building Code (S1 1994 Edition for Miami -Dadc County, for the locations where thc pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Standard %Vall - Aluminum Tube Clipped l%Iullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std.. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acccptancc number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as thc approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in thc approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either Ix2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, scc corresponding table iti approved drawings. 3.3 Window sizcs and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acccptancc. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bcar a permanent label with the manufacturer's 1131 11C or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENT'S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acccptancc, with mullion option indicated. 6.1.2 The Notice of Acccptancc of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Flldi Building Code (SFBC) in order to properly evaluate the installalien of t)1is system Manu Perez, P.E. Product Co Examiner Produ ontrol Division • JUN 2 8 2001 JUN .2 8 2006 PGT Industries 1' 3 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES JUN 2 8 2001 JUN 2 8 2006 NOTICE OF ACCEP'T'ANCE: STANDARD CONDITIONS Renewal of this Acccptancc (approval) shall be considered a(1cr a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) ycars. 2. Any and all approved products shall be permanently labeled with the manufacturer's panic, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acccptancc. 3. Renewals of Acccptancc will not bc considered if: a. There has bccn a change in the South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with thc code changes. b. The product is no longer the same product (identical) as the one originally approvcd. c. if the Acccptancc holder has not complied with all the requirements of this acceptance, including thc correct installation of the product. d. Thc engineer who originally prepared, signed and scalcd the required docun cntation initially submitted, is no longer practicing the cnginecring profcssion. 4. Any rcvision or change in the materials, use, and/or manufacture of thc product or proccss shall automatically bc causc for termination of this Acccptancc, unlcss prior written approval has bccn requested (through the tiling of a rcvision application with appropriate fcc) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or proccss. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any othcr purposcs. 6. Thc Notice of Acccptancc number prcccdcd by the words Miami -Dade County, Florida, and followed by the expiration datc may bc displaycd in advertising literature. tinny portion of the Noticc of Acccptancc is displaycd, then it shall bc done in its cntircty. 7. A copy of this Acccptancc as well as approvcd drawings and other documents, where it applies, shall bc provided to the user by thc manufacturer or its distributors and shall bc available for inspection at the job sitc at all time. The engineer needs not rcscal the topics. 8. Failure to comply with any section of this Acccptancc shall bc causc for termination and removal of Acccptancc. 9. This Noticc of Acccptancc consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT %NCI; Mane Pcr•z, P.L., Product Co•trt5l •xamincr Produ 'ontrol Division N GLAZING PHIODUGT 1 GLAZING PRODUCT GLAZING PRooucr h S OR D sow Ethos GLAZING PRODUCT W - wl +w2 (9) WINDOWS Mul I FO TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 CF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANC ANCHORS PPG. . PRODUCT N L NOTES; I. FOR ANCHORAGE TYPE. OUANT1TY AND LOCATION REFER TO SI!EE7S 2. 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A NAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT 4. REFERENCE TEST REPORT FTL -29f5 . 2903 AND 2975 MULLION CIATJNC N N1 +142 O WINDOW MULLED -W/ONE-AVE FOR DETERMINING' MAX ALLOWABLE DESIGN PRESSURE SEE TAB ES ON PAGE 5 OF 5 MAX OPENING = #I OR H14H2 MULL LENGTH = W /€ ANCHORS "Er. C OR b' 801N CMOS Robert L w P-E.139712 s irr 1 INDUSTRIES Imo YECNN0L=Gr Dant NOKOMIS. FL 24275 W . W, +W2 N. 1414142 (2) WINDOWS MULLEQ W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H1 +42 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = 111 Toll.: 1 MCNWK MC A' T O mer P.J.P. ANCHOR TYPE. 13 C DR 'D MOTH ENDS I —W 1— —192 w W — Wl•W2IWJ 14 - N1+N2 MULTIPI F WINDOWS MULLEQ W /ONE ABOVF, FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 143) MAX OPENING = H OR HI +112 MULL LENGTH = W OR W 1 +W2+W3 1 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = HI CA►e By: rom: Cou: I 4/28/00 ARRANGEMENT DETAIL 1" STD. WALL MULLION /.o. BOX 151a S.A.. /MNIA scar: wow's, n 34274 MULLS NTS w 1 a APPROVED AS COMPLYING ■Nn1 THE SCARN RQNIIDA BUILDING CODE RP. DMSON SOLDNG CODE COMPLIANCE OFFICE ACCEPT/NEC MO 0 0 - 04 I z .OS LYa.i09 Na 6620 TYPICAL MU I I ION TO MULJJON INSTALLATION TYPF Idtre 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL-TO-CLIP 15 THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP-TO-OPENING. 2. REFERENCE TEST REPORT rn.-2902. 2903 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE RE0*13 FOR YOUR SPECIFIC APPLICATION. .\ r _2 - OR 4 TYP CAI 14111 LION TO STRUCTURE WITH WOCDJIIICK TYPF "R" t OM= ROES (50 AS 1407 •autrotc AIN !ACM 071‘00 Stt NOW / 112 WOOD SCRIM (IRV It VITO MOO ALL r SAW BC OW coon APeno4 o. sir tam h P.G.T. IA MAYON ■\ WOO ROC ACWOKD TO CO'CACTS 1/1 Robert L P.E1134712 ctrortood F tiT INDUSTRIES utm. &RN. TYPICAL MULLION TO STRUCTURE WITH WOOD flUCK RFMOVFD FROM CONC. TYPE .1 • P.0.V 7. mum W000 DUCK r _2- OR I I 1 I I I I Ira TYP CAL MULI ION TO STRUCTURF WITH W000 BUCK AND CONC __TYPE D /72 rm. S.M.S. STALGERED oreosnr SIDES (SO AS NOT /V INIVOTRt 5174 WI 077518) SEC ROIL /1 kn. Lool• 04.1n Potrrurai CONCRETE OR KOLA SOPUCIVRE. ALL 1ASI5NERS MIST Of DADE °WNW ',PROM& SAT A077 /I • R4•14 fir raw Orem /3A• P.J.P. sow Trona oaf ORNE P.O. 805 1529 NOKOMS. fl .14275 NOsOaRS. 71 .34274 r 2 - OR 4 Dole: 4/28/00 Assulpare CLIP & INSTALLATION DETAIL 1" STD. WALL MULLION SwiaA/Mothrt MULLS 1004.: 112 (.5. SALL STACCCRED °PPM!' SIM (50 AS NOT to 1111:7USRE 5705 CASH ODOR) SIT Nom it 5151. p WON (2461) mat I POIORADON wro • mimer OR *Lock • SHIVCIIARL A.L fArlDerigS Avra7449. sa Hors Aviltenc Seek: Sheet: NTS 2 4 5 • 4 COLIPLNK v4151115 SOUTH 7105105 &ALONG CODE DA 6Y !ROL 00/1,40N BUILDING COOE COLIPuANCE OFFICE ACCEPTANCE NO a° e 9 • °3 - Alp we. Row 6620 CLIP LENGTH CHAR FOR 1x MULL • MULL SIZE • 1 x 2 xi 1 x 4 xi I?JPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. O O 1 MIN. FROM ENDS (TYP) r� 14 MAX ;4 • •••11 MINJ 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION 064V / 1099 S77ty — 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 01,1 -^� MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FRO 7 END (TYP) 1- MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWG / 1099 APPROVEO AS COM0.n$G VAT Pt THE T 1}� 147 IL ,P[ Ccmce REFERENCE TEST REPORT F71- 2902.290.3 AND 2975 d 1 .72/L INDUSTRIES On ow es P.J. P. 1070 TEG1w0t0G• ORPE P.O. 99X 1329 NOK0105. Tl 34275 AOKW65 FL 31274 CM• 9 j. role: 0wt 4/28/00 1" MULLION CLIP ANCHOR LOCATION 1" STD. WALL MULLION S.,r../we.r MULLS Sage. NTS SAU1: 3 s/ 5 x RpgW+ (yA�pe f1 L e Y )NQ 1 D onYON 8040016 CODE CDYPWNCE OF 00-09 12 &o.+y Mo. 6620 FICE •oy NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 Robert L k P.E. P.E. 139712 Structural 4 1 � 8 (TYP) APPROVED A � DATE S Q COURTING NTH 1t SMITH JU ( BY Pit //��WA 1111 ' 1ROL DIVISION BUILDING GOOE COMPLIANCE ACCEPTANCE NQ. O O- O 4 17 • 0 S T INDUSTRIES Mwd b:u brum, ftN P..LP. PROFILES 1070 TFCMNOLOY DRRbf P.O. BOX 1371I WOWS. R 34273 NOCOMS. R 34274 fine a4 4 /2B /00 R 1 " STD. WALL MULLION Sai.s/Sod.0 MULLS NTS 4 .15 &owing No. 6620 Rw; 1 x2x.125 I OPENING WIDTH IN INCHES 2 Anchors 50 ! 60 70 ! 80 90 100 1 110 120 42' 129 I 115 107 I 104 103 48 83 1 73 . 67 63 61 50.625 70 1 61 55 52, 50 _ 54 57 49 44 I 41 _ _ 60 41 35 I 31 I 29 27 63 35 30 ' 27 24 23 66 30 26 23 21 19 _ 72 23 ' 20 17 16 76 20 17 15 1 x4x.125 4 Anchors 42 --- 72 76 I 78 84 90 78 18 15 84 90 96 I 108 111 144 170 1 170 170 _ 48 170 1 170 ; 170 50.625 170 1 170 170 54 170 ' 170 170 6l 170 170 170 -- 160 170 142 120 111 94 88 75 72 1 60 96 59 5o 108 41 35 111 38 32 144[ 17 ! - NOTES: 50 60 70 80 90 100 145 127 120 105 102 90 170 170 170 170 157 143 141 128 OPENING WIDTH IN INCHES 115 81 83 74 65 59 53 1 L3 i 38 30 27 28 24 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 170 1 170 170 I • 170 . 170 170 I 170 .4 170 162 1- 158 i 157 134 i 127 124 119 1 112 106 I 100 1 96 95 87 81 1 77 74. 103 1 103 61 1 61 49 49 38 26 ! 25 22 21 18 18 69 170 65 68 63 60 53 1 49 46 43 1 39 1 37 35 32 i 30 24 1 22 20 22 1 20 I 19 130 1 160 103 1 103 103 61 I 61 61 49 f 49 49 38 38 25 I 25 20 i 20 17 17 12 0 170 170 157 74 63 57 44 35 28 19 17 6 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 130 170 170 170 157 122 106 92 72 61 55 42 33 27 18 16 38 25 20 17 170 170 157 122 1156 71 59 53 40 31 24 16 3. REFERENCE TEST REPORT ATL — 2902, 2903 AND 2975 Robert 1_ (]elk. PE P.E 2+39712 Struc[wwal Vertical Mull Open ;ng� Width Mull Length 1 Horizontal Mull Opening With mull Length — Multiple Mulled Units Mull Length \Opening Width APPROVED A6 COMPLYMD MAIM TIE INDUSTRIES Anal IRT 10.24 awn 4v P.J.P. 1C70 TrC. A 0CV ORArf P.O. Mr 1520 NWCOMS. rt 34275 Norma& R J4274 ibt Ow ; /28/00 RaNatona: PRESSURE CHARTS 1" STD. WALL MULLION SeADAIRAPst MULLS St4M: NTS sa~� 5 a5 On.i+P Mr. 6620- AR MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive NokoMis, FL 34274 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke 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 thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami -Dadc County Product Control Division. MVIISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dadc 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 thc manufacturer or its distributors and shall be available for inspcction at the job site at thc request of the Building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 DESIGN PRESSURE RATING: -75 P.S.F +66,7 P.S.F. P1 I 1 WINDOW WIDT. WINDOW HEIGHT rzingagm is MAX 58 FIXED FIXED DAYLIGHT OPENING MAX /4 LITE / 0 minriza A A / A 7,HT A ro►T_- X A A A" B A A - _ II %El MEIN NIUE IN DESIGN PRESSURE RATING: -75 P.S.F +66,7 P.S.F. GLASS TYPE A OR B DETERMINATION SEE NOTE 1 WINDOW WIDT. WINDOW HEIGHT rzingagm 44.000 � 50.625J 63.000 c 4 JM�� gram en ii�� II F�� 6 i,. minriza A A A A A A ro►T_- A A A A" B A A B rtj/T111111111 8 B A B B 74.000 A Al=' :. 8 rail rorJ LARGE MISSILE IMPACT WINDOWS 1 GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PV8 OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) UTES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONF DURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS do PER SHT HEAD do SILL • MAX. 6" FROM CORNERS. MAX. 4" do 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS. MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: FTL -1969 33" HE! 74" MAX WIDTH 33 5/9" MAX 33 5/8" MAX DAYLIGHT --I I— DAYLIGHT OPENING I I OPENING 8 MAX , , 8" MAX 4" MAX —I I-- 4" MAX IT 57" MAX VENT DAYUGHT OPENING T SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP —PILE FINSEAL 26 SILICON 27 WEATHERSTRIP FLAB VINYL DESCRIPTION 1 FLANGE FRAME JAMB Alum. 6063 —T5 2 FIXED MEETING RAIL Alum. 6063 —T5 3 SASH MEETING RAIL {{ {Alum. 6063 —T5 4 SASH SIDE RAIL (Alum. 6063 —T5) 5 GLAZING BEAD (Alum. 6063 —T5) 6 WINDLOAD ADAPTER Alum. 6063 —T5 7 FLANGE FRAME HEAD Alum. 6063 —T5) 8 FLANGE FRAME SILL Alum. 6063 —T5 9 FRAME SILL ADAPTER Alum. 6063 —T5 10 SASH TOP /BOT. RAIL Alum. 6063 -15 11 SCREEN RETAINER (Alum. 6063 —T5) 12 13 14 5/16" (.350 LAMINATED USING 2 1/8 ANNEALED GLASS 3. 5/16" (.3501 LAMINATED USING ;2 1/8" HEAT STRENGTHENED GLASS ANTI —LIFT CHANNEC (Alum. 6063 —T5) 612244 1 0 midspon of vent) ALUMAX 15 10 x 1.000 Ph. FI. SMS 710X1 4 Windload Adopter screws) FASTEC 16 #6 x 1.000 PH. PAN SMS 76X1PPA 2 for onti —lift channel MERCHANTS FASTENER 17 WEATHERSTRIP THIN WALL BULB VINYL 6TP247 8 1 per Glozina Beo TEAM PLASTICS TP -247 11 x .500 PHIL. FI SMS 7856A 2 Sweep Latch screws MERCHANTS FASTENER _� 4 (when using 2 Sweep Latches) 19 B8 x 1.000 PHIL . P.H. SMS 781 PQA 22 Frome/Vent ossy. screws) MERCHANTS FASTENER 20 SWEEP LATCH HL j/e, Rnhen L. (lark. PE PF..30T 12 612225 2 1 612229 1 71 1 6534571 612236 1 0 midspon of frolhe sill) 612237 1 12238 1 612239 1 612240 2 532377 1 71096 70250 70251 7BRWHL2 61062W 62899 6TP/49 USTRIES 1070 70MNOtoCy ORlve NOxo eS. R 34275 P.O. 130% 1 5211 140K0NIS. n. 34274 OTY./LOCATION 1 11.5 from ends —vent mtg. roil) MINIATURE OIE CASTING PGT.214.XX 2 if height is >= 42 3 1 Gmidsponj2 1�4 from endsjMASTER TOOL 7 —M10 -250 2 1 )) MASTER TOOL 7 —M10 -251 2 0 eo. end of vent to rail) MASTER TOOL 70312 4 2 per Roller Housing) VINYL —TECH P.G.T. 2 Ovent top /bot roils & mtg. roil) SCHLEGEL CORP. FS7826 -187 1 (0 vent iamb roar Anse 7, F.K. Rave By: F.K. Ore.. Br D.B. ntsc Dow j/5/01 f t 29/99 2/76/98 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX DOW CORNING TEAM PLASTICS Powwow UPDATE FOR RENEWAL R.w"iM4: C —NO CHC THIS SHT Sons /war I tow: sn«r Or..+q w. HS -710 I NTS 1 0 4 4112 VENDOR VENDOR AF -12225 AF— 12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 899 TP -249 OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW C EXTERIOR ROUGH OPENING .500 MAX. HEIG-1T ROUGH OPENING VERTICAL SECTION MAX. VENT DAYUCHT OPENING ROUGH OPENING 2.784 .090 INIERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) Robert L Clark. P.E. PE 979712 ctruttural- HORIZONTAL SECTION EXTERIOR 1 /6 MEAT STRENGTHENED CLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) t /8' HEAT STRENGTHENED GLASS GLAZING DETAILS; 5/16' (.350) LAMINATED GLASS T INDU TRIES 1070 TECNNOLOOY DIM NOKOMIS. R 34275 P.O. BOK 1529 NOKOMIS. FL 34274 R.na Ry: F.K. /tend ay. F.K. 0n.. 4- D.B. S.rier/Y.O�t HS -710 Doc 11/5/01 5 1`22/02 0.r.: 2/16/98 sue.: NTS Rw o..,: ADD GLASS DETAIL Nmamc C —NO CHC THIS SHI S...t: 2 . 4 OneKoKom SECTIONS & GLAZING DETAIL PQ4DUCT M[YIAILO tomp121y elk d. /lull A pw.N. • - • 02 Cob ,,Y lr• 7-I 7 ALUMINUM HORIZONTAL SLIDING WINDOW 4112 Row c APPROVED WOOD BUCK • 3/16" OR 1/4" TAPCON W/ 112 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16' OR 1/4" TAPCON W/ 112 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1 MAX., SHIM 1 1/4' MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK 110 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING 110 WOOD SCREW APPROVED 2x W000 BUCK 1/4° MAX. SHIM • TYPICAL SILL SECTION WOOD ANCHORING 1 1/4' MIN. 3/16' OR 1/4' TAPCON W/ 112 HD (SEE NOTE 1) 1/4" MAX. F SHIM 1/4 MIN. 1/4' MAX. SHIM -1 NOTES; 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Robert L Ourk. P.E. PE 139712 rr APPROVED W000 BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING T INDUS RIES 1070 1EO1N01.0GY DRIVE NOKOMIS. R 34275 P.O. BOX 1320 NOKOMR. ►L 34274 R B Drown Br D.B. 1 1/4' MIN. 1/4" MAX. SHIM—{ 1 1/4" MIN. 110 WOOD SCREW Sj22/1,2 Oetr 2/16/98 3.0.4/magrX tear: HS -710 NT APPROVED 2x W000 BUCK TYPICAL JAMB SECTION W000 ANCHORING ft.: 115101 UPDATED . FI �APCON OES16. 3 w 4 1 w 41 1 2 MIt IU:VI3I D empl$48 Ma Ito Pielb 0.Nr1 C.d. 02 Aa.pl..n N�. -• Eyh.to. b. •f- fr!7(� Mae ANCHORAGE Mb: ALUMINUM HORIZONTAL SLIDING WINDOW --1 h.-- .705 1� .062 2.784 L 1.057 -- -.1 B.. .050 — — k --.737 0 FLANGE FRAME JAMB 6063 —T5 ALUM. .678 O 5/'6" GLAZING BEAD ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: F1L -1969 L 1.187 I .062 -- II — .723 .688 -- "1 �� © WIND LOAD ADAPTER 6063 —T5 ALUM. .062 } 1.183 .062 1.403 O FIXED MEETING RAIL 6063 —T5 ALUM. ()SASH TOP do BOTTOM RAIL 6063 —T5 ALUM. .062 .1 1.373 I 1..273 2.710 ---I ()FLANGE FRAME HEAD 6063 —T5 ALUM. Reber+ L Clark, PE. PE 134712 Struamal 0 SASH MEETING RAIL 6063 —T5 ALUM. T ■ INDUSTRIES 1070 M11110100Y 0I112 P 0 X 0103 . n 34275 P.O. 80X 1529 1101OI415. n 34274 Rem, ar Drawn WI F.K. ROE Q SASH SIDE RAIL 6063 —T5 ALUM. 2.094 1.122 I — L 7 1-0 2.710 —s-I ®FLANGE FRAME SILL 6063 —T5 ALUM. Osts: 1/22/02 11/2/0? USes/Reae s HS -710 NTS Lth062 3 1.349 1 0 1.2 1.970 .062 Rssisens: 4,q09Fn •HT overmans: C -NO CHC THIS SHT o seiaO: EXTRUSION PROFILES. mime: 4 « 4 bromine ALUMINUM HORIZONTAL SLIDING WINDOW 4112 Application is hereby made fo- the approval of the oetailed statement of the pians and specifications herewith submitted for the building or other structure herein cescrioec. This application is made in compliance and conformity with the Building Ordinance of Miami Snores Village. Fiorida. ana all provisions of the Laws of th. State of Florida. ail ordinances c' Miami Snores Village ana all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date JUNE 2, 19 It G' per's Name and Adaresc THOMAS BESWICK 754 - 6158 1290 N.E. 100 STREET, MIAM SHORES, FLORIDA. No Street Registered Architect and SECURITY WINDOWSS. Nanx and address of hcensed contractor SFYMOTI IT C rl- FT.F. Location and legal description of lot to be built on: Lot Biome= / Street and Number where work is to be done Permit Na Disapproved (Signed) .1q1 - MIAMI SHORES ,TILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOL BUILDING PE L1M T Date Subdivision 5100 N.W. 72 AVE. MIAMI, FLORIDA 33166 State work to be done and purpose of building (by floors). state exterior colors (submit sampieo REPLACING 15 JAL WOWS WITH 15 ATW IN EXISTING OPENINGS. NO STRUCTURAL CHNGES. o ®020 , • and for no other purpose New Building Remodeling Addition Repairs No o` Sto-ie� Tr, be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements c 1875. Amount of Permit S 7/ Cj 1 Ctti ...,.... ,.:Maage re-aired Pian Cubage Distance to next nearest building Size or Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for tiffs building permit does hereby certify that he understands and accepts his obligators as an employ . of Labor under the Fiorida t ■orkmen's Compensation Ac :. being Sealer. 5966. Compiled General Laws of Florida. Permanent Supplement and has complied with the ..visions thereof. and will require similar compliance from all contractor or sub - contractors employed by him in the work to be performed and his permit: and w %ost or cause to be posted for Inspection on the site of the work such public notice or notices as are required by the Act. The undersigned a y � . - . on'V . subcontractors. o. k to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared and who. being by me first du:: sworn. upon oath deposes and says that he is the E v& -r s ir2— of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. i1? Date Rea worn to and Subr.c:ibed before me. hiiTARY $LIC ST TE Of FLORIDA NY COMMISSION EXP JULY 25,1991 uurwui IHRU GENERAL INS. UND. to me well known. Building Inspect(); My Commission Expires PLANNING BOARD DAT)3 Chairman Member Member Member Itiembe Member Council Approved Date Disapproved Date NOT:77 .A charge of S25.Or1 c. : :_ be made for making corrections or changes to this application after approval hay been obtained from the Planning Board.